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Home My WebLink AboutBLD-19-1459 ti inghouse,Pc RECEIVED P.O.Box 182 ,Se Mashpee,MA02649 T%*4 Phone: 508-221-2980 NOV 05 2018 structural design Email: Jensen@inghouse.net BUILI�Js DEPARTMENT a ingenuity Web: www.inghouse.net By -77 inghouse project ID: ING18029 November 2nd,2018 MJNardone Building&Remodeling (Project's General Contractor) Attn: Mike Nardone 299 White's Path South Yarmouth,MA 02664 RE: New Timber Pile Driving for Building Foundation 25 Powers Lane,West Yarmouth,MA Dear Mr.Nardone: INGHOUSE has reviewed the pile driving installation, and utilized piles, as well as the submitted pile driving log from Beacon Marine (please refer to enclosures). The installed piles, and results of the Installation meet the structural project specifications and current building code requirements. The pile capacity is estimated in accordance with the 9rn edition Massachusetts State Building Code requirement for "Driving Criteria" (based on IBC2015, amended by MA, section 1810.3.3.1.1). The piles have a maximum design load capacity of 35 kips,which is less than the 100 kips(50 tons)limit per section 1810.3.3.1.1. The selected"appropriate pile driving formula"is the Gates Formula, as published in Bowles Foundation Analysis and Design(1968),multiplied by a factor of 0.86 to adjust for the required safety factor of 3,5 (per current building code requirement)vs.the formula's included safety factor of 3.0.The minimum,observed number of 21 blows on a pile was used for the estimated bearing capacity calculation: P=(1/7)*(kE)^0.5*(1-log(s))*2*(0.86) (Gates Formula with safety adjustment factor) P = safe load capacity in kips (factor of safety=3.5) E = gross hammer energy in ft-lb {2,000 lb hammer weight, * I5ft fall height=30,000 ft-lb} k = 0.75 (factor for drop hammers) s = set per blow,last 12 inches of penetration (see pile driving log: 12/21 blows=0.571 in/blow) P=(1/7)*(0.75*30,000 ft-lb)^0.5 •(1-log(0.571in/blow))*2*(0.86)=45.8 kips 45.8 kips axial safe load capacity>35 kips axial design load O.K. Please do not hesitate to contact us with any questions. Very truly yours, it Mss•\ NSENINGHOUSE mam. Lars Jensen,P.E.,S.E. 602.f' 4- Enclosures: Enclosures: /a. • Pile Driving Log 11/02/2019 • Pile location reference plan INGHOUSE 11/02/2018 Pile Driving,25 Powers Ln,West Yarmouth,MA Page 1 of 3 PILE DRIVING LOG (SUBMITTED BY BEACON MARINE, MASHPEE, MA) 25 Powers Lane Blows Per Foot Pile # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Penetration 14 r in feet 1 5 18 16 20 14 16 16 19 21 15 19 21 19 23 23 15 16 15 14 15 14 c 16 21 17 20 19 22 19 19 29 18 24 21 20 25 25 17 18 19 15 17 18 y 17 22 19 21 19 23 21 20 28 18 23 23 24 25 25 18 19 22 16 19 20 a 18 22 19 21 19 23 22 21 28 20 24 23 24 26 26 20 21 22 18 20 21 1 9 22 19 21 20 24 22 22 30 20 25 29 25 28 26 21 22 23 20 20 21 v 20 22 20 22 20 23 23 22 30 21 30 30 30 30 28 23 22 24 21 21 23 21 22 21 22 20 23 22 22 31 22 30 31 30 30 30 23 24 24 22 23 25 D. 22 23 21) 22 211 23 23 23 31 23 30 31 31 30 30 24 24 26 22 23 26 N 23 Total Blows 172 152 169 152 177 168 168 228 157 205 209 203 217 213 161 166 175 148 158 168 a Embedment-Feet 1 22 1 22 22 1 22 22 1 22 22 1 22 1 22 22 22 22 22 22 22 ( 22 22 1 22 f 22 1 22 rq cra z� g m 3 m o m -Im n acs s 3 c M o 9- 0 Ts Z � 0 o c ro3 O 2. C (n FF Y r lua-r IX Si* m- • 1.X. 1• 1 1 I' -------aaa o -c-___ fir _- .--�-_ c: W m M rl T m Mi TI =� Z N r W CnC Z M N PO O C z M M 0 tis ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department or r 1146 Route 28, South Yarmouth, MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code, 780 CMR Building Permit Application To Construct Repair, Renovate Or Demolish a One- or Two -Family Dwelling R F. CE D This Section For Official Use Only Building Permit Number: Date Applie 18 Building Official (PrietName) Signature, _• '-- - SECTION 1: SITE INFORMATION 1.1 Pr pr s: `� F6CJe1.1 1.2 Assessors p & Parcel Numbers Map Number Parcel Number a Is this an accepted street? yes no_ 1.3 Znin In rmation: �s 1.4 Pro WDDilnensions: / D 6 Zoning District Proposed Use Lot Area („ q ft) Frontage (ft) 1.5 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Proyided Required Provided Required I Provided CPI -1 7 e 9—a 1 6V 1.6 Water Supply: (M.G.L c. 40, §54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public` Private ❑ Zone: Outside Flood Zone? Checkil'yes❑ Municipal [3 On site disposal system ,6L - SECTION 2: PROPERTY OWNERSHIP[ 2.1 Ownet t of Record: � ER;rR d; 7ta�+rusa t 171 �7t�s-1r r l �l ni/�— O2G S�® Name (Print) City, State, ZIP LAJ e Ef�� sats --97/ 9412?/V;k1'V - No. and Street Telephone Address . SECTION 3:DESCRIPTION OF PROPOSED WORK'. (check all that apply) New Construction)[ Existing Building ❑ Owner -Occupied ❑ 1 Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units I Other ❑ Specify: Brief Description of oposydWory2 /motel iU��f/11060 sa T 2 SECTION 4;.ESTIMATED CONSTRUCITIR CO$TS.,.;- Item Estimated Costs: ;:+'.OfScialUseOnl �° — `- (Labor and Materials Y. '. 1. Building $ Q Oil© A Building Permit Fee: $ Indicate how fee is determined:' 1. " -rd ." ..nwn Application Pee 2. Electrical$ 3 jectCost 13 Total Pro '(Ite 6)xmulttpher_x�� 3. Plumbing $ 3Q Q®(j 2, OtherFees: $ 4. Mechanical (HVAC) $30, 06 5. Mechanical (Fire $ t Suppression) �' Total AlFees $ CheckNo.'- Check Amount: - Cash Amo t(�ry-- p Paid in Full- * Outstanding Balance Duet 6. Total Project Cost: $ 6 Q c: W m M rl T m Mi TI =� Z N r W CnC Z M N PO O C z M M 0 tis SECTIONS: CONSTRUCTION SERVICES 5.1 Construction Supervisor License (CSL) IthellQ A -d i0i)(Gf License Number Expiration Date List CSL Type below) Name of CSL Holder / I,L /1 f � �A . F/ 6 iii"'444 ,1 (see No.a`n'ds Streets Type Description V�,U�� 4?��,,, ,[� / /` l /� �L /I ,bL 7 U Unrestricted uildm s u to 35,000 cu. ft. R Restricted 1&2 Family Dwelling City/Town, State, ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fue] Buming Appliances y��/Y% / I Insulation C4 Z7 /iJ1/1C.lAUA/iiDGM6e L� _ ele hone Email address D Demolition 5.2 Register1ed Home Improvement Contractor (IIIc) M ✓ `3 & • e) HIC Registration Number Expiration Date HIC Nameof i�ddl� Name C9 1jeEis tAi // t �a lb'40 Atrxihealy.414— No. an Set dZWK 721 mail address Ci /Town, State, ZIP Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c.152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ......... No ........... ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as wne subject property, hereby authorize to act n my e s relative to work authorized by this building permit application. i Printarae c omc Signature) Date / SECTION 7b: OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding.. d --Z/ /* Print Owner's Authorized Agent's Name (Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor (HIC) Program), will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dos 2. When substantial work is planned, provide the information below: Total floor area (sq. ft.) (including garage, finished basement/attics, decks or porch) Gross living area (sq. ft.) 3 Habitable room count q _ Number of fireplaces / Number of bedrooms 3 Number of bathrooms Number of half/baths Type of heating system i/vkt Number of decks/ porches Type of cooling system &4—S Y/t-C Enclosed CS Open 3 3. "Total Project Square Footage" maybe substituted for "Total Project Cost" The Commonwealth of Massachusetts Department oflndustrialAccidents I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia M*orkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(BusineSS/Aroaniontinn/r..A6.:A...h. Al `e VIA en, T A I Phone#: 6`6-771`?q�-7 Are you an employer? Check the appropriate box: L� 1 am a employer with employees (full and/or part-time).* 2 I am a sole proprietor or partnership and have no employees working for me in any capacity. [No workers' comp. insurance required.] 3.❑ I am a homeowner doing all work myself. (No workers' comp, insurance required.] t 4.❑ I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers' compensation insurance or are sole Proprietors with no employees. 5. ❑ I am a general contractor and I have hired the sub -contractors listed on the attached sheet. These sub -contractors have employees and have workers' comp. insurance) 6.❑ We aro a corporation and its officers have exercised their right of exemption per MGL C. 152, § 1(4), and we have no employees. [No workers' comp, insurance required.] Type of project (required): 7. A New construction 8. ❑ Remodeling 9. ❑ Demolition 10 ❑ Building addition 11.❑ Electrical repairs or additions 12. ❑ Plumbing repairs or additions 13. ❑ Roof repairs 14. ❑ Other Any applicant that checks box # I must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors most submit a new affidavit indicating such 1Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I am an employer that isproviding workers' compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Policy # or Self -ins. Lie. �(O 2t7 307d-26 164- Expiration Date: '' —1'Z — Job Site Address:_ ,�5� �dlg.G I r` /✓ City/State/Zip:_yijryys /j j4- d2673 Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify U'U u/nyder t/iepains an/dpenalties ofperjury that the information provided above is true and correct re: Signatu�/}rnnl/i1.P Date Phone #• S21 — Official use only. Do not write in this area, to be completed by city or town official City or Town: Issuing Authority (circle one): 1. Board of Health 2. Building Department 6. Other Permit/License 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector Contact Person: __ Phone TOWN OF YARMOUTH BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at //J Iain % Ly Work Address Is to be disposed of at the following location: Y/�n2dvk Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. igna ure of Application Date Permit No. AGORA® CERTIFICATE OF LIABILITY INSURANCE �./ DATE (MM/001111) 03/07/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Linda Sullivan DOWLING & O'NEIL INSURANCE AGENCY PHONE (soa) 775-1620 1,, Ne; E -MA ADILDRESS: lsullivan@doins.com INSURERS AFFORDING COVERAGE NAICIt 9731YANNOUGH RD INSURERA: AIM MUTUAL INS CO 33758 HYANNIS MA 02601 INSURED INSURERS INSURERC: M J NARDONE CARPENTRY LLC INSURER D : INSURER E: 299 WHITES PATH INSURER F: SOUTH YARMOUTH MA 02664 COVERAGES CERTIFICATE NUMBER: 245269 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INBRPOLI LTRima TYPEOFINSURANCE ADDL SUER POLICYNUMBER MMIDDYEFF MM/DD/Y YY LIMITS Daniel M. C Y, CPCU, Vice President— Residual Market— WCRIBMA OOMMEROIALGENERALLIABILITY EACH OCCURRENCE $ oANIAGE to RENTED CLAIMS -MADE r_1 OCCUR PREMISES Ea occurrence $ MED EXP (Any oneperson) $ PERSONAL& ADV INJURY $ N/A GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ POLICY D JECT F—] LOC PRODUCTS-COMPIOP AGO $ $ OTHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident HIRED AUTOS NON -OWNED AUTOS UMBRELLA LIAS OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAS CLAIMS -MADE N/A DED RETENTION$ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN RANYPROPMEMBERD7 OFFIC REXCLUD ECUTIVE MA (Mandatory In NH) N/A WA AWC40070341722018A 03/1212018 03/12/2019 �/ /� PTATUTE ERN EL EACH ACCIDENT $ 500,000 EL. DISEASE - EA EMPLOYEE $ 500,000 If yes, describe under DESCRIPTION OF OPERATIONS belay I I I EL DISEASE -POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, AddiUmal Remarks Schedule, may be attached N more space Is required) Workers' Compensation benefits will be paid to Massachusetts employees only. Pursuant to Endorsement WC 20 03 06 B, no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires, or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued (unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage - Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigationst. CERTIFICATE HOLDER CANCELLATION ACORD 25 (2014/01) ®1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 1146 Route 28 AUTHORIZED REPRESENTATIVE South Yarmouth MA 02664 Daniel M. C Y, CPCU, Vice President— Residual Market— WCRIBMA ACORD 25 (2014/01) ®1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD t.ommonweann or massacnuseus ®� Division of Professional Licensure Board of Building Regulations and Standards Co n s trOctibri'S u pe rviso r CS-081139 Epires:09/1612019 MICHAEL J NARDONE' !/ 299 WHITES PATH +,'r1•", SOUTH YARMOUTH MA 02664cj Commissioner �e TCa�noeoxu,eal!/e n�'G� I�a.ture�aJeli+ Offrce of Consumer HOME IMPROVEMENT CONTRACTOR Ion TYPE: LLC RegistrationIExo ration 135887 08/14/2020 M J NARDONE CARPENTRY LLC. MICHAEL J. NARDONE 299 WHITES PATH SOUTH YARMOUTH, MA 02664 Undersecretary Registration valid for Individual use only before the expiration date. If found return to: office of Consumer Affairs and Business Regulation 1000 Washington Street • Suite 710 Boston, MA 02118 #otkd without signature YARMOUTH WATER DIVISION 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 PH.: 508.771.7921 FAX: 508-771-7998 BUILDING PERMIT APPLICATION DEPARTMIENTAL SIGN OFF TRANSMITTAL SHEET Bldg. Site Location 225 '/L11L) -( IAI Map #: %�� Lot #: b D// Proposed Improvement: �1��/iC�/ol �-� x(41/ Applicant: 1,41 /I Address C �/Tel. #:�7% Date Filed: 6, RESIDENTIAL AND / OR COMMERCIAL BUILDING Viater Department: Determ:nes Compliance of Water Availability and or Ex sting Locabon Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Health Department: Determines Compliance cetto State and Town Regulaonsonds, Rivers, Ocean, Bogs, Bays, Mae., Requirements for Septage Disposal and other Public Health Activities Fire Department: Determines Compliance to State and Town Requirements for Personal, Safety, Property Protection; 1 e Smo.e Detectors Spr,,.Per Systems. Et:: 9n ',r a;,pl ca"• Date PLEASE NOTE: COMMENTS: Town of Yarmouth Conservation Commission Building Permit Sign -off Application TO BE FILLED OUT BY APPLICANT: Building Site Location: C>4--2 tr4;0�95. Map # Lot(s) # Property GKvner: ! H . Applicant: Applicant Address: Telephone:b'��%�%( -��2�i Date Filed E; Proposed Project Description: Plans: 71'& S',Stte Plat, o/ 2S- Auietr Lah2 TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR: u Does the Proposed Project Require a Permit? VPS' Comments from Conservation tmission: Approved Conditionally Approved Rejected All work related debris s e or disposed in a legal upland location At the end of each day, the area shall be clean and no debris shall be in the Resource Area Referto: SE83- 2,(39 or DOA permit Conservation Commission Sign -off Signature: 40� Date: 117116-. /7/1 Q-, otgk TOWN OF YARMOUTH HEALTH DEPARTMENT '••% PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: .25' Proposed Improvement: �0,,5Z �V-a Applicant: Qy��c Tel. No.: seJg !7l 4A;R7 Address: U fl ` /vI�4 Date Filed: S ----131� **Ifyou would like e-mail notification Owner N Owner off, please provide e-mail .Owner Tel. No.: %/' �W7 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. REVIEWED BY: Please submit three (3) copies of plans, to include: (I.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. Pi.EASE NOTE .TE: /' 6—%7e 1� 1• I • �1• t • 1 Applicant Name PermitAddiass Nv kg -5 1 1� Review Date Cl s 3 b�W 4141 A1115 �i ch n CT Y m P1. C r 13$� �UL7 3 ��3 �:53'aio3 bi,A �zk lyLk i95 96 ,-07 68 �7 lo% G83 Ivv% U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) Insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Jeffrey Robinson A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 25 Powers Lane City State ZIP Code West Yarmouth Massachusetts 02673 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Map 14 Parcel 66 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 41°38'0.63" Long. 70°13'54.31" Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in d) Engineered flood openings? ❑ Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No SECTION B— FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Yarmouth 250015 Barnstable Massachusetts B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Dale Flood Depth) 25001CO588J J 07/16/2014 07/16/2014 VE EL 13 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89: ❑ FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: " B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑X NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 25 Powers Lane City State ZIP Code Company NAIC Number West Yarmouth Massachusetts 02673 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑x Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/Ai-A30, AR/AH, AR/AD. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: RTK GPS PER MTS NETWORK Vertical Datum; NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 17.0 ❑x feet ❑ meters b) Top of the next higher floor 25 0x❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) 15 0 feet ❑ meters d) Attached garage (top of slab) N/A, feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 17, 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.5 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 12.0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 10.5 0 feet ❑ meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑X Yes ❑ No ❑ Check here if attachments. Certifiers Name License Number Daniel A. Ojala 40980 eu Title Prof. Civil Engineer, Prof. Land Surveyor DANIEL 5u`tr P aGei Company Names Down Cape Engineering Inc. x it, e 1930 { \rs�e ss oe Address 939 Main StreetA" 0 . suavE!° r�rr -rid City State ZIP Code Yarmouthport Massachusetts 02675 Signature * Date Telephone 362-4541 \ til -'-I - Ig (508) Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) Vertical datum is NAVD88 from MTS RTK GPS. Proposed pile foundation with all utilities located at or above the first floor elevation of 17.0 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 LEGEND SYSTEM DESIGN: _ _ m rr.r erov s ' ssw w.a®am..uw•mee /� ua.a ��e®luMa sosc aww hJ �e®aw vrc.u.c ib oo Pl•� 0 KI �w•a�v m/gym u�r a.m y .... m.. M.a.n .y .w.r m /Gnl�wsreo _� w .a.w M.ow rm me ar .maw oa w.o su..w ••• w5�f Y wwm 1nM i� nR0. c�.a..�a=yam•_ � VV" mou.�6N14 •v lascr<-.irc a� ..ma 2500 CAL SEPTIC TANK/PUMP CHAMBER COMBINATION V•A c r..[I CSG\�CCJ C�iC7C�. =C =J ----SMI TEST ROLE LOGS .n w x x •.� 4. yr Mb4• aC zs• 4� te. Va •x ar •x ar GWOaIu OmMlt®u •Y 6 >) OCR 017-280 SYBTETA A10FL-E 1 aawr NSPECTION PORT DETAL CROSS SECTIO— N LFACHNG FE1D ` I^'� .,saws.r �rxm r gmiw�Y o�.i wr/i4m� iu4 ZONNG SUMMARY NBTFS 6Y15's rm�� w. ss� /� ua.a ��e®luMa sosc aww 6 ay .,saws.r �rxm r gmiw�Y o�.i wr/i4m� iu4 ZONNG SUMMARY lO.F o6MR Yb leffpnM1 P.aF.�� 6 ay TITLE 5 SITE PLAN r #25 POWERS LANE WEST YARMOUTH, MA ppFp..PFD iq1 JEFFREY & NANCY ROBWSON ORFICE SHELD DETAIL ' rmw.xr 20' uv" �ro'er( nowr�nmse) u.v. 0.V4 K MT 2a 2010 IRs TO prvnR tu�nn i i vn v�envr. enn • tl/e tl(NIf/M(K. eMY wmnwre GRAVEL DRIVE SECTION Q C C C 0 0 E sr FLOORReanMv�a� 0 O -NOT 5-201 RISK Gp a WE _ sr FLOORReanMv�a� 0 O -NOT 5-201 REScheck Software Version 4.6.2 Compliance Certificate Project 25 Powers Lane Residence Energy Code: 2015 IECC Location: Yarmouth, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,070 ft2 Glazing Area 25% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: f2ECr''v%!• FS�!EP.18 2018 .8_: BUILDING DEPARYMENT Construction Site: Owner/Agent: Designer/Contractor: 25 Powers Lane Jeffrey and Nancy Robinson Nardone West Yarmouth, MA Compliance: 3.8% Better Than Code Maximum UA: 449 Your UA: 432 The % Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. • • - Ceiling 1: Cathedral Ceiling 1,580 38.0 0.0 0.027 43 Wall 1: Wood Frame, 16" o.c. 2,900 24.0 0.0 0.054 117 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E 436 0.320 140 Door 1: Glass 290 0.300 87 Floor 1: All -Wood Joist/rruss:Over Outside Air 1,370 30.0 0.0 0.033 45 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: 25 Powers Lane Residence Report date: 08/28/18 Data filename: \\CCIISERVER\profiles\jcassidy\Documents\REScheck\nardone 25 powers lane.rck Page 1 of 9 CREScheck Software Version 4.6.2 �(J Inspection Checklist Energy Code: 2015 IECC Requirements: 36.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column Is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions & Re .ID Value Value 103.1, ;Construction drawings and ` Womplies ;Requirement will be met. 103.2 ( documentation demonstrate Does Not [PR1]1 ;energy code compliance for the ;° 1 p ;building envelope. Thermal a ,❑Not Observable lenvelope represented on k t❑Not Applicable j construction documents. 103.1, Construction drawings and -omplies 103.2, :documentation demonstrate Does Not 403.7 :energy code compliance for [PR3]1 ; lighting and mechanical systems. - ;❑Not Observable :Systems serving multiple ❑Not Applicable dwelling units must demonstrate i ;compliance with the IECC ;. (Commercial Provisions. .1 3Heating and cooling equipment is; Heating: Heating: omplies .7 isized per ACCA Manual s based;Btu/hr I B[u/hr❑Does Not Ion loads calculated per ACCA I Cooling: Cooling:❑Not Observable [R212' I Manual J or other methods t approved by the code official. I j Btu/hr ;Btu/hr_ ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 25 Powers Lane Residence Report date: 08/28/18 Data filename: \\CCIISERVER\profiles\jcassidy\Documents\REScheck\nardone 25 powers lane.rck Page 2 of 9 Section # & Re .ID Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to❑Complies Exception: Requirement is not applicable. [F011]2 protect exposed exterior insulation❑Does Not ,J ; and extends a minimum of 6 in. below ❑Not Observable: I grade. -gNot Applicable j 403.9 { Snow- and ice -melting system controls❑Complies [FO12]' installed.;❑Does Not ❑Not Observable; .& lot Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: 25 Powers Lane Residence Report date: 08/28/18 Data filename: \\CCIISERVER\profiles\jcassidy\Documents\REScheck\nardone 25 powers lane.rck Page 3 of 9 Section Framing / Rough -In Inspection =PlinVsfied Field Verified Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Glazing U -factor (area -weighted U-_ U-_ 21tomplies ;See the Envelope Assemblies 402.3.1, .average). ;❑Does Not ;table for values. 402.3.3, 402.3.6. []Not Observable 402,5 ❑Not Applicable [FR211 303.1.3 U -factors of fenestration products a omplies :Requirement will be met. [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or P 1 Observable ;taken from the default table. ,❑Not ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier f omplies :Requirement will be met. [FR23]1 ! installed per manufacturer's r Not 0 instructions. ) ,�❑Does []Not Observable p ❑Not Applicable j 402.4.3 Fenestration that is not site built ` [Complies :Requirement will be met. [FR20]1 :is listed and labeled as meeting F❑Does Not ' ;AAMA /WDMA/CSA 101/I.S.2/A440 [ ' Observable Ior has infiltration rates per NFRC E .[]Not ❑Not 1400 that do not exceed code Applicable ; limits. ] 402,4.5 `IC -rated recessed lighting fixtures [ I�L1Complies Requirement will be met. [FR16]2 sealed at housing/interior finish f Not and labeled to indicate s2.0 cfm❑Not I❑Does Observable leakage at 75 Pa. }❑Not Applicable j 403.2.1 ;Supply and return ducts in attics mplies [FR1211 :insulated >= R-8 where duct is I ❑Does Not >= 3 inches in diameter and >= t i❑Not Observable R-6 where < 3 inches. Supply and; _ :return ducts in other portions of I ,❑Not Applicable j :the building insulated >= R-6 for ) :diameter >= 3 inches and R-4.2 3 e for < 3 inches in diameter. 403.3.3.5 :Building cavities are not used as[ .'Complies [FR1511 (ducts or plenums. ; i❑Does Not ;❑Not Observable 4 ',❑Not Applicable 403.4 HVAC piping conveying fluids R-_ R- JZkomplies [FR17]2 above 105 QF or chilled fluids;❑Does Not Ol below 55 QF are insulated to z-R- ❑Not Observable 13 ❑Not Applicable 403.4.1 Protection of insulation on HVAC - 'L Complies [FR24]1 (piping. Does Not []Not Observable []Not Applicable 403.5.3 Hot water pipes are insulated to R-_ R-_ Womplies [FR18]z 3a:R-3.❑Does Not 'dJ j ',❑Not Observable ];❑Not Applicable 403.6 ]Automatic or gravity dampers are t _:LlComplies Requirement will be met. [FR19]2 installed on all outdoor air '❑Does Not intakes and exhausts. - _ ,❑Not Observable +, t j❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 25 Powers Lane Residence Report date: 08/28/18 Data filename: \\CCIISERVER\profiles\jcassidy\Documents\REScheck\nardone 25 powers lane.rck Page 4 of 9 111 High Impact (Tier 1) 12 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 25 Powers Lane Residence Report date: 08/28/18 Data filename: \\CCIISERVER\profiles\jcassidy\Documents\REScheck\nardone 25 powers lane.rck Page 5 of 9 Section #Insulation Inspection I Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Re .ID 303.1 installed insulation is labeled y ;❑Complies will be met. [IN13]' JAII or the installed R -values t❑Does ;Requirement Not J provided. v , []Not Observable ' ❑Not Applicable 402.1.1, :Floor insulation R -value. R- R- jokomplies ',See the Envelope Assemblies 402.2.6 j ❑ Wood ❑ Wood❑Does Not ;table for values. [IN1]1 ❑ Steel j ❑ Steel !❑Nat Observable I ❑Not Applicable 303.2, Floor insulation installed per WComplies Requirement will be met. 402.2.7 manufacturer's instructions and r;❑Does Not [IN2]1 :in substantial contact with the i Observable I underside of the subfloor, or floor ,° -❑Not :❑Not Applicable framing cavity insulation is in j contact with the top side of i sheathing, or continuous { insulation is installed on the ;underside of floor framing and extends from the bottom to the i :top of all perimeter floor framing - t members. 402.1.1, : Wall insulation R -value. If this is a R- R-_ Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/1 of the ❑ Wood ❑ Wood❑Does Not :table for values. 402.2.6 :wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior, the exterior insulation requirement applies (FR10). j ❑ Steel ❑ Steel❑Not Applicable j 303.2 ;Wall insulation is installed per Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. < ;❑Does Not - []Not Observable r ,❑Not Applicable j Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 25 Powers Lane Residence Report date: 08/28/18 Data filename: \\CCIISERVER\profiles\jcassidy\Documents\REScheck\nardone 25 powers lane.rck Page 6 of 9 Section # Final Inspection Provisionslue erified ffV:a Field Verified Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Ceiling insulation R -value. R-_ R-_ IMomplies ;see the Envelope Assemblies 402.2.1,j ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, 402.2.6 j E]Steel ❑ Steel,❑Not Observable [Fill'❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ,WComplies ;Requirement will be met. 303.2 !manufacturer's instructions.,❑Does Not [FI2]1 :Blown insulation marked every f b + ❑Not Observable 1300 W. ❑Not Applicable 402.2.3 Vented attics with air permeable❑Complies Exception: Requirement is [FI22]2 insulation include baffle adjacent [ ;❑Does Not ;not applicable. +to soffit and eave vents that f extends over insulation. j❑Not Observable J&Not Applicable j 402.2.4 ;Attic access hatch and door R- R-_ IWomplies [FI3]1 insulation all -value of the ❑Does Not ;adjacent assembly, ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 =_ ACH 50=_ omplies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and Does Not <=3 ach in Climate Zones 3-8. !❑Noi Observable j❑Not Applicable 403.2.3 Duct tightness test result of <=4 cfm/100 cfm/100RComplies [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 ;[[]]Does Not <=3 cfm/100 ft2 without air❑Not handler @ 25 Pa. For rough -in Observable Rests, verification may need to❑Not Applicable occur during Framing Inspection. 403.3.2 ; Ducts are pressure tested to cfm/100 cfm/100 IOtomplies [FI27]1 ;determine air leakage with ft2 ft2❑Does Not :either: Rough -in test: Total Observable ;leakage measured with a❑Not pressure differential of 0.1 Inch❑Not Applicable ;w.g, across the system including ;the manufacturer's air handler enclosure if Installed at time of :test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system :including the manufacturer's air handler enclosure. !j7lcomplies 403.3.2.1 'Air handler leakage designated [FI24]1 !by manufacturer at <=2% of S - ❑Does Not ;design air flow. I € ❑Not Observable e ;❑Not Applicable 403.1.1 Programmable thermostats 'Complies [FI9]2 installed for control of primary _ Does Not I heating and cooling systems and . - I ❑Not Observable initially set by manufacturer to ,code specifications. y❑Not Applicable 403.1.2 ° Heat pump thermostat installed - dKomplies [F[10]2 ion heat pumps. p a❑Does Not ❑Not Observable j - '',❑Not Applicable j 403.5.1 Circulating service hot water - - ,latomplies [Flll]2 systems have automatic or - �❑Does Not accessible manual controls. tNot Observable UNot Applicable j 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 25 Powers Lane Residence Report date: 08/28/18 Data filename: \\CCIISERVER\profiles\jcassidy\Documents\REScheck\nardone 25 powers lane.rck Page 7 of 9 Section #Final Inspection Provisions I Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req. ID 403.61 IAII mechanical ventilation system ; ,OComplies [1`125]2 fans not part of tested and listed ❑Does Not }[ HVAC equipment meet efficacy '❑No[ Observable and air flow limits. ,❑Not Applicable j 403.2 [FI26]2 'Hot water boilers supplying heat a through one- or two -pipe heating q ,[]Complies '❑Does Not systems have outdoor setback 4 ❑Not Observable j I control to lower boiler water temperature based on outdoor 9;Wot Applicable +temperature. + : 403.5.1.1 Heated water circulation systems [[ ;❑Complies [F12812 have a circulation pump, The [ '❑Does Not system return pipe is a dedicated g I Observable return pipe or a cold water supply{ ' pipe. Gravity and thermos- .❑Not Not Applicable j syphon circulation systems are - I not present. Controls for circulating hot water system t pumps start the pump with signal F for hot water demand within the ) 1l occupancy. Controls automatically turn off the pump when water is in circulation loop is at set -point temperature and ! { ? no demand for hot water exists. 1 403.5.1.2 ;Electric heat trace systems ;❑Complies [F129]2 comply with IEEE 515.1 or UL i - Not 515. Controls automatically j❑Does ❑Not Observable adjust the energy input to the t ] heat tracing to maintain the I Not Applicable desired water temperature in the piping. ± - 403.5.2 ' Water distribution systems that ❑Complies [F130]2 { have recirculation pumps that 1 '❑Does Not ipump water from a heated water - 4 Observable supply pipe back to the heated❑Not ']LANotApplicable water source through a cold - +water supply pipe have a [ demand recirculation water¢ system. Pumps have controls that manage operation of the s pump and limit the temperature t( # of the water entering the cold 4 water piping to 1049F. 403.5.4 Drain water heat recovery units .;❑Complies [1`131]2 tested in accordance with CSA a ;❑Does Not ,000855.1. Potable water -side i I i ;❑Not Observable pressure loss of drain water heat recovery units < 3 psi for ZNot Applicable +individual units connected to one two showers. Potable water- + - !{or aside pressure loss of drain water :heat recovery units < 2 psi for 4 - I individual units connected to t three or more showers. 404.1 :75% of lamps in permanent °,yn�fComplies [FI611 (fixtures or 75% of permanent i uDoes Not ;fixtures have high efficacy lamps.:❑Not Observable Does not apply to low -voltage r . Righting. - ;❑Not Applicable j 404.1.1 Fuel gas lighting systems have ;❑Complies [FI23]3 Ino continuous pilot light.'❑Does Not ❑Not Observable {7rNot Applicable 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 25 Powers Lane Residence Report date: 08/28/18 Data filename: \\CCIISERVER\profiles\jcassidy\Documents\REScheck\nardone 25 powers lane.rck Page 8 of 9 # Final Inspection Provisions & Req.ID 401.3 'Compliance certificate posted. [F171z 303.3 ;Manufacturer manuals for [FI18]3 !mechanical and water heating systems have been provided. Additional Comments/Assumptions: Plans VerifiedI Field Verified I Complies? I Comments/Assumptions Value Value %plies Requirement will be met. s Not Observable Does Not Not Observable 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 25 Powers Lane Residence Report date: 08/28/18 Data filename: \\CCIISERVER\profiles\jcassidy\Documents\REScheck\nardone 25 powers lane.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate IosUlatiOn. Retio9 R -Value Above -Grade Wall 24.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof Ductwork (unconditioned spaces): 38.00 Glass 8 Door Rating U -Factor SHGCA Window 0.32 ire..,wnw-w�.nu.•.ear^^�xrwww.�w Heating S Cooling Equipment EfficWiency Heating System: Cooling System: Water Heater: Name: Date: Comments Sears, Tim From: Sears, Tim Sent: Monday, September 17, 2018 8:31 AM To: mike@mjnardone.com' Subject: 25 Powers Lh Mike, I have reviewed your application for 25 Powers Ln, and there are some items to address; Vl. A FEMA Elevation Certificate needs to be submitted \�+2. A Rescheck (all 9 pages filled out) or a HERS certificate needs to be submitted Vd. Stamped structural drawings need to be submitted \tel Square footage of habitable attic and floor below needs to be shown on plans �5. Smoke detectors shown on plan are not to code V6. If there willl�a caFs parking ur #e{ +hP h_ . Mtn hPnfico-aeparatio1rrn8eZlstc b (NO YrApv'.nS Please submit the above items for review JJ Thankyou Timothy Sears CBO Building Inspector Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@varmouth.ma.us 1 DoczIP341s311 03-01-2018 1:06 BARNSTABLE LAND COURT REGISTRY Please note: this form has been modified with added space to accommodate the Registry of Deeds Requirements Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the realm key. rd Yarmouth 1. From: Conservation Commission z. This issuance is for (check one): a. EOrder of Conditions b. ElAmended Order of Conditions 3. To: Applicant: Jeffrey and Nancy Robinson a. First Name b. last Name c. Organization 5 Cedar Ridge Lane d. Mailing Address Mansfield MA 02048 e. CltyfFown f. State g. Zip Code 4. Property Owner (if different from applicant): a. First Name c. Organization b. Last Name d. Mailing Address e. Cityrrown L State g. Zip Code 5. Project Location: 25 Powers Lane West Yarmouth a. Street Address b. Cityrrown 14 66 c. Assessors Map/Plat Number d. Parcel/Lot Number Latitude and Longitude, if known: 41d38m01.00s • 70d13m54.38s d. Latitude e. Longltude wpeform5.doo • rev. 11/12/2014 Page 1 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: \ Bureau of Resource Protection - Wetlands SE83-2139 WPA Form 5 — Order of Conditions MassDEP File # Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transacuon # Town of Yarmouth Wetland By-law, Chapter 143 Yarmouth City/Town A. General Information Please note: this form has been modified with added space to accommodate the Registry of Deeds Requirements Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the realm key. rd Yarmouth 1. From: Conservation Commission z. This issuance is for (check one): a. EOrder of Conditions b. ElAmended Order of Conditions 3. To: Applicant: Jeffrey and Nancy Robinson a. First Name b. last Name c. Organization 5 Cedar Ridge Lane d. Mailing Address Mansfield MA 02048 e. CltyfFown f. State g. Zip Code 4. Property Owner (if different from applicant): a. First Name c. Organization b. Last Name d. Mailing Address e. Cityrrown L State g. Zip Code 5. Project Location: 25 Powers Lane West Yarmouth a. Street Address b. Cityrrown 14 66 c. Assessors Map/Plat Number d. Parcel/Lot Number Latitude and Longitude, if known: 41d38m01.00s • 70d13m54.38s d. Latitude e. Longltude wpeform5.doo • rev. 11/12/2014 Page 1 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE83-2139 # / WPA Form 5 —Order of Conditions MassDEP File Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction # Town of Yarmouth Wetland By-law, Chapter 143 Yarmouth City/Town A. General Information (cont.) e. Property recorded at the Registry of Deeds for (attach additional information if more than one parcel): Barnstable 214103 LCP 11781-B Sht 2 Lots 4 and 5 a. County b. Certificate Number (if registered land) c. Book d. Page 1/18/2018 2/15/2018 3/1/2018 7. Dates: a. Date Notice of Intent Filed b. Date Public Hearing Closed c. Date of Issuance a. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Title 5 Site Plan of 25 Powers Lane, West Yarmouth, MA prepared for Jeffrey and Nancy Robinson Down Cape Engineering Inc Daniel Ojala PE b. Prepared By c. Signed and Stamped by 2/28/2018 1.1=20' d. Final Revision Date e. Scale I. Additional Plan or Document Title g. Date B. Findings f. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above -referenced Notice of Intent and based on the Information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act (the Act). Check all that apply: a. ® Public Water Supply b. ® Land Containing Shellfish c. Po Prevention of Pollution d. ® Private Water Supply e. ® Fisheries f. [D Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention I. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. wpaform0.aao • rev.11/1212014 Page 2 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth Wetland By-law, Chapter 143 B. Findings (cont.) Denied because: Provided by MassDEP: SE83-2139 MassDEP File # el Transaction # Yarmouth Cityrrown b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is Issued. A description of the specific Information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a. linear feet Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area 4. ❑ Bank 5. ❑ Bordering Vegetated Wetland 6. ❑ Land Under Waterbodies and Waterways 7. ❑ Bordering Land Subject to Flooding Cubic Feet Flood Storage 8. ❑ Isolated Land Subject to Flooding Cubic Feet Flood Storage 9. ❑ Riverfront Area Sq ft within 100 ft Sq ft between 100- 200 ft Proposed Alteration a. nnedr rent d. syuuio loot Permitted Proposed Permitted Alteration Replacement Replacement b. linear feet c. linear feet U. eyuere lent a. square feat b. square feet e. cN dredged f. cly dredged c. square feet c. square feet d. linear feet d. square feet d. square feet a. square feel b. square feet c. square feet d. square feet e. cubic feet E cubic feet a. ayudi a icer c. cubic feet a. total sq. feet c. square feet W. syudtd icct W. dyudte lent u. I.." I= W. wmi ay. wet g. cubic feet e. uuuu: met h. cubic feet f. cubic feet d. square feel e. square feet f. square feet h. square feet I. square feet J. square feet wpaform5.doc • rev. 11/12/2014 Page 3 of 12 Massachusetts Department of Environmental Protection Provided byMassDEP: \ Bureau of Resource Protection - Wetlands SE83-2139 r \\\ WPA Form 5 —Order of Conditions MassDEP File # (` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction # Town of Yarmouth Wetland By-law, Chapter 143 Yarmouth ❑ Salt Marshes Cltyrrown B. Findings (cont.) d. nourishment Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 1o. ❑ Designated Port Indicate size under Land Under the Ocean, below Areas 11. ❑ Land Under the Ocean a. square feet b. square feet c. dy dredged d. cry dredged 15. Indicate size under Coastal Beaches and/or Coastal Dunes 12. ❑Barrier Beaches below ❑ Rocky Intertidal 13. ElCoastal Beaches Shores cu yd cu yd ❑ Salt Marshes a. square feet b, square feet c. nourishment d. nourishment 1a. ®Coastal Dunes 6400 6400 cu yd cu yd a. square feet b. square feet c. nourishment d. nourishment 15. ❑ Coastal Banks a. linea (feet b. linear feet 1e. ❑ Rocky Intertidal Shores a. square feet b. square feet 17. ❑ Salt Marshes a. square feet b. square feet c. square feet d. square feet 18. ❑ Land Under Salt Ponds a. square feet b, square feet c. dy dredged d, dy dredged tg. ❑ Land Containing Shellfish a, square feet b. square feet c. square feet d. square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or Inland Land Under Waterbodies and Waterways, above a. c/y dredged b. dy dredged 21. ® Land Subject to 2000 2000 Coastal Storm a. square feet b. square feet Flowage wpelormSAM- rev. 11112/2014 Page 4 d 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth Wetland By-law, Chapter 143 B. Findings (cont.) *#22.Ifthe 1 22El Restoration/Enhancement *: project is for the purpose of restoring or ea. square feet of BVw b. square feet of salt marsh nhancing a wetland resource area 23. ❑ Stream Crossing(s): In addition to Provided by MassDEP: SE83-2139 MassDEP File # eDEP Transaction # Yarmouth city/rows the square footage that a. number of new stream crossings b, number of replacement stream crossings has been C. General Conditions Under Massachusetts Wetlands Protection Act entered in Section B.5.c (SVw) or The following conditions are only applicable to Approved projects. B.17.c (Salt Marsh) above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter regulatory measures shall be deemed cause to revoke or modify this Order. the additional 9 Y � Y amount here. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. The work is a maintenance dredging project as provided for in the Act; or b. The time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. c. If the work is for a Test Project, this Order of Conditions shall be valid for no more than one year. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. An Order of Conditions for a Test Project may be extended for one additional year only upon written application by the applicant, subject to the provisions of 310 CMR 10.05(11)(f). 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on 3/1/2021 unless extended in writing by the Department. 7. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. wpaform5.doa • rev. 1111712014 Page 5 of 12 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. in the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, °Massachusetts Department of Environmental Protection" [or, "MassDEP"] "File Number SE83-2139 2 11. Where the Department of Environmental Protection Is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition #13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in Interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. wpaform5.doc • rev. 11/17/2014 Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE83-2139 r WPA Form 5 —Order of Conditions MassDEP File # Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Town of Yarmouth Wetland By-law, Chapter 143 Yarmouth Cltyrrown C. General Conditions Under Massachusetts Wetlands Protection Act 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. in the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, °Massachusetts Department of Environmental Protection" [or, "MassDEP"] "File Number SE83-2139 2 11. Where the Department of Environmental Protection Is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition #13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in Interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. wpaform5.doc • rev. 11/17/2014 Page 6 of 12 17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 19. The work associated with this Order (the "Project") (1) ❑ is subject to the Massachusetts Stormwater Standards (2)N is NOT subject to the Massachusetts Stormwater Standards If the work is subject to the Stormwater Standards, then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post -construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: L all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs Intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, Including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as -built final construction BMP plans are Included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; N. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; wpelorm5doc • rev. 11/17/2014 Pape 7 o112 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE83-2139 / WPA Form 5 —Order of Conditions MassDEP File # Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction # Town of Yarmouth Wetland By-law, Chapter 143 Yarmouth City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 19. The work associated with this Order (the "Project") (1) ❑ is subject to the Massachusetts Stormwater Standards (2)N is NOT subject to the Massachusetts Stormwater Standards If the work is subject to the Stormwater Standards, then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post -construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: L all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs Intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, Including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as -built final construction BMP plans are Included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; N. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; wpelorm5doc • rev. 11/17/2014 Pape 7 o112 iv. all post -construction stormwater BMPs are installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post -construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party (defined in General Condition 18(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement ("O&M Statement) for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan") and certifying the following: i.) the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and li.) the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and Implement the Stormwater Pollution Prevention Plan. d) Post -construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multisector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage. easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of Implementing the requirements of Conditions 18(f) through 18(k) with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f) through 18(k) with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpa(a,m5.d=- w.11/17/2014 Page 8 W 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE83-2139 MassDEP File # WPA Form 5 —Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction # Town of Yarmouth Wetland By-law, Chapter 143 Yarmouth Cityrrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) iv. all post -construction stormwater BMPs are installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post -construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party (defined in General Condition 18(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement ("O&M Statement) for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan") and certifying the following: i.) the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and li.) the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and Implement the Stormwater Pollution Prevention Plan. d) Post -construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multisector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage. easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of Implementing the requirements of Conditions 18(f) through 18(k) with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f) through 18(k) with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpa(a,m5.d=- w.11/17/2014 Page 8 W 12 g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three (3) consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal (for disposal the log shall Indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ("Commission") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. 1) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the Issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit (as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits) shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): 20. For Test Projects subject to 310 CMR 10.05(l 1), the applicant shall also implement the monitoring plan and the restoration plan submitted with the Notice of Intent. If the conservation commission or Department determines that the Test Project threatens the public health, safety or the environment, the applicant shall implement the removal plan submitted with the Notice of Intent or modify the project as directed by the conservation commission or the Department. wpaform5.dm • rev. 1111212014 Page 9 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE83-2139 r MassDEP File # WPA Form 5 —Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction # Town of Yarmouth Wetland By-law, Chapter 143 Yarmouth cityirown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three (3) consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal (for disposal the log shall Indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ("Commission") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. 1) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the Issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit (as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits) shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): 20. For Test Projects subject to 310 CMR 10.05(l 1), the applicant shall also implement the monitoring plan and the restoration plan submitted with the Notice of Intent. If the conservation commission or Department determines that the Test Project threatens the public health, safety or the environment, the applicant shall implement the removal plan submitted with the Notice of Intent or modify the project as directed by the conservation commission or the Department. wpaform5.dm • rev. 1111212014 Page 9 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth Wetland By-law, Chapter 143 Provided by MassDEP: SE83-2139 MassDEP File # eDEP Transaction # Yarmouth City/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Yarmouth hereby finds (check one that applies): Conservatlon Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: 1. Municipal Ordinance or Bylaw 2. Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Yarmouth Wetland By -Law Chapter 143 1. Municipal Ordinance or Bylaw 2. Citation 9. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): See attached text page(s) 10A and 10B of 12 wpaform5.do • rev. N/17/2014 Page 10 of 14 WPA FORM 5 -ORDER OF CONDITIONS SPECIAL CONDITIONS -PAGE 10A OF 12 SE83-2139, Jeffrey and Nancy Robinson 25 Powers Lane, Yarmouth, MA 1. The applicantlowner shall be responsible for having a copy of the "Order of Conditions" on the job site at all times and shall be responsible for insuring that all persons performing the permitted activity are fully aware of its terms and conditions. Failure to do so may result in the revocation of these "Orders", a fine or both. 2. The Conservation Commission, its agent(s) or assigned(s) shall have the express right of entry upon the job site at all reasonable times for the purposes of establishing compliance with the "Order of Conditions", "By -Laws" and "Regulations". Commission members and the Conservation Administrator may acquire any Information, measurements, photographs, observations and/or materials or may require the submittal of any data/information deemed necessary by this Commission for that evaluation. 3. A preconstruction review shall be arranged by the contractor with the Conservation Administrator and shall occur prior to the commencement of any work. 4. Any change in the approved plan(s) shall require the Applicant to file, in writing, a notice of project change with this Commission. The Commission will determine the significance of the change and determine whether administrative approval or an "Amended Order of Conditions" is required. Should the project be changed without permission, or found by the Yarmouth Conservation Commission to be altered in any way from the approved plan(s), all work will immediately cease until the project is reapproved by the Commission. 5. The "Order of Conditions" Is valid for three years from the date of issuance unless otherwise specifically noted in the "Orders". Extension Permit requests must be applied for at least 30 calendar days prior to the expiration date of the original Orders". Failure to do so will result in a new "Notice of Intent" filing. 6. Noncompliance with these conditions shall constitute grounds for an Enforcement Order and possible fines. Fines shall not exceed $300.00 per day/per violation. 7. A "work limit" line shall be established with Erosion Controls (Le sand fence, straw bales, staked filter fabric, bark mulch, "silt sacks," products made with rice straw, and other weed -free products or approved by the Commission.) Hay bales are not allowed. It is the applicant's responsibility to implement and maintain appropriate and adequate erosion controls measures throughout the construction process. 8. No work of any kind shall occur on the Resource Area side of the work limit line. This line shall be established prior to any construction or work. 9. Debris, including litter, shall be picked up immediately. Any excess material that is excavated from the job site shall be disposed of at a location approved by the Conservation Administrator or in a covered dumpster. No debris shall be allowed in a Wetland or Waterway. 10. Washing of equipment/tools shall be done OFF-SITE or handled in a manner appropriate by the Conservation Administrator. 11. No equipment shall be refueled, nor shall fuel be stored within 100 feet of a resource area. 12. The driveway shall be constructed of pervious and unconsolidated materials such as crushed stone, gravel, seashells, or other similar materials. This is an on-going condition that does not expire with the issuance of a Certificate of Compliance. 13. Gutters and downspouts directed into adequately sized drywells shall be provided for roof drainage. The Commission may also allow "drip trenches° instead of gutter systems. At no time shall roof run off be directed to a wetland resource area or abutting properties. WPA FORM 5 -ORDER OF CONDITIONS SPECIAL CONDITIONS -PAGE 10B OF 12 SE83-2139, Jeffrey and Nancy Robinson 25 Powers Lane, Yarmouth, MA 14. Any dune area that is disturbed during construction shall be rebuilt to the preconstruction size and shape and revegetated Immediately or as soon after as the growing season commences, with appropriate native plantings. Permanent stabilization shall be carried out in order to minimize erosion. 15. 18. 310 CMR 10.30(3) promulgated under MGL c. 131, s. 40, requires that no coastal structure, such as a bulkhead, revetments or seawall shall be permitted on an eroding bank at any time in the future to protect the project allowed by this Order of Conditions. This condition shall be an ongoing in perpetuity and does not expire with the issuance of the Certificate of Compliance. 16. Lawn area is limited to the area between the existing vegetation line and the relocated gravel driveway. This is an on-going condition, in -perpetuity, that does not expire with the issuance of a Certificate of Compliance. 17. Landscape Debris, including leaves, grass clippings, brush, or other shall not be allowed within the resource area. This is an on-going condition that does not expire with the issuance of a Certificate of Compliance. 18. To enable the unrestricted movement of the dune under the structure, the pilings shall not be enclosed. Lattice work and breakaway panels are prohibited due to shading impacts, hindrance of natural movement of sediment and potential to become projectiles. This is an on-going condition, in - perpetuity, that does not expire with the issuance of a Certificate of Compliance. 19. Rerouted utilities shall be installed by horizontal bore under the dune, no open cut is allowed. 20. The work line limit shall be reduced to no more than 5 feet off the structure footprint to reduce dune impacts. Demolition and construction shall occur from within the existing footprint. 21. A stamped "As Built Plan" shall be certified by the Design Engineer (Massachusetts registered Professional Engineer or land Surveyor) and will certify that this project has been completed In accordance with the "Order of Conditions" before a Certificate of Compliance will be issued. The as - built plan shall indicate the structure location, gradients, distances to the resource areas, and other pertinent information described in the application and approved plans. Any deviation from the approved plan shall be identified. 22. Upon completion of the project, a "Request for a "Certificate of Compliance" shall be submitted by the applicant to the Conservation Commission for review. The "Order of Conditions" shall be considered incomplete until the "Certificate of Compliance" is issued by the Conservation Commission and recorded at the Registry of Deeds. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth Wetland By-law, Chapter 143 E. Signatures This Order Is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #4, from the date of issuance. Please indicate the number of members who will sign this form. This Order must be signed by a majority of the Conservation Commission. Provided by MassDEP: SE83-2139 MassDEP File # eDEP Transaction # Yarmouth City/rown 3 /y/ Z0/8, 1. Date of Issuance 2. Number of Signers The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copyalso must be mailed or hand delivered at the same time to the appropriate Departmen of f1i Environmental Protection Regional Office, If not filing electronjc311y, and the property own ; if djtfent from applicant. / l �� Signatures: 311 12018r Date F. Appeals ❑ by certified mail, return receipt requested, on Date The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written Information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written Information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act (M.G.L. c. 131, § 40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpeform5.doo • rev.11112/2014 Page 11 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: SE83-2139 Bureau of Resource Protection - Wetlands MassDEP File# El WPA Form 5 - Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction # Town of Yarmouth Wetland By-law, Chapter.143 Yarmouth Cilyfrown G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded In the Registry of Deeds or the Land Court for the district In which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. Yarmouth Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission.-•---•---•-----------------•-------•......•--- To: Yarmouth Conservation Commission Please be advised that the order of Conditions for the Project at: 25 Powers Lane SE83-2139 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: Barnstable County Book for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the Instrument number identifying this transaction is: Instrument If registered land, the document number identifying this transaction Is: Document Number Signature of Applicant Page Page 12 DI 12 wperwm5.ew: - rev. 11/1212014 LEGEND __ - ya EXISTING CONTOUR X 99. EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 LEACHING: J TEST HOLE 2� SLOPE OF GROUND SF OK UTILITY POLE Y FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SYSTEM( DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS Cc? 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 (1) 2500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION 1500/1000 OK LEACHING: CLASS I SOILS 330 GPD / (.74) = 446 SF REQUIRED 45' X 10' = 450 SF OK 450 SF X .74 = 333 GPD OK USE A 45' X 10' LEACHING FIELD PRESSURE DOSED WITH 2.0" LATERALS 3' O.C. WITH 1/4" SHIELDED ORIFICES AT 5' O.C. APPROVED DATE MA BOARD OF HEALTH FFLR 17.0 OPEN PILES NO LATTICE ACCESS FOR ROUTINE MAINTENANCE 3-24"� H-20 CAST IRON MUST BE PROVIDED FOR ZABEL FILTER. COVERS TO GRADE INSTALLER MUST FOLLOW ALL - MANUFACTURER'S SPECIFICATIONS FOR 830 GAL RESERVE K\ PROPER FILTER INSTALLATION ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV. IN 8.10 SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE ZABEL FILTER FLOAT SWITCH ALARM ON (A100) 19" TEE SLOPE TO DRAIN BACK OUTLET TEE W/EXTENSION WEEP HOLE SETTINGS: PUMP ON 1657 GAL. CHECK VALVE 6" THIS SIDE 5" WORKING RANGE OF BAFFLE MYERS SRM 4 5" 6.8' SUBMERSIBLE 4/10 HP PUMP PUMP OFF 12" INLSYSTEM (OR EQUAL) 000 0 00000 000 0 (ON BLOCK) 4 DOSES PER DAY, AT 110 GAL. PER 000000 0000 00 0000 DOSE (5" WORKING RANGE) F 6" BAFFLE H-20 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION (NOT TO SCALE) 20 w 15 w z 0 w 10 J Q I- 0 1 5 OPERATIN, 12. 0. 25 50 75 100 CAPACITY - GPM PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 9/28/17 QHS 0o'�e PROPOSED: MIN. PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 4 ELEV. 4 o,. 9.7' o., ALL FILL 24" B LS 54" l OYR 5/4 5.2' C MS 2.5Y 6/3 126." 1 1 -0.8' 1: GROUNDWATER ENCOUNTERED AT 108" EL. 0.7 ELEV. 9.7' DCE # 17-280 SYSTEM PROFILE LOWESTHORIZONTAL STRUCTURAL MEMBER (NOT To SCALE) EL 15.1' 24"0 H-20 CAST IRON COVERS TO GRADE INSULATE PIPE WHERE PROVIDE INSPECTION PORT TO GRADE SEE DETAIL 4" VENT, PERF.' RUNS', UNDER 2" ABOVE GRADE/ HEAT TAPE 2% SLOPE REQUIRED OVER SYSTEM DRILL LAST HOLE IN EACH LATERAL ON TOP TO VENT 2.0"0 THREADED END CONNECTION 10.0' MINIMUM .75' OF COVER OVER PRECAST AIR WHILE LATERAL FILLS \ ON END SWEEP ELL/RISER -J- 10.0'-12'2' SCH 40 PVC 2" SCH 40 PRESSURE LINE 1/4" SHIELDED g 25' *8.68' >.�:• 2500 GAL H-20 OPEN WOODEN PILING FOUNDATION 10" SEPTIC TANK/ _=7FEMA/BUILDING CODE COMPLIANT 8.10'/.. TEE PUMP CHAMBER (DESIGN BY OTHERS) COMBINATION SEE DETAIL BELOW *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL °°°o°..o °°'o°0 0°' °o,°�°o o o°'s° °°°°°°°°°°°°°°°°°°°°°o°°°°°°°BUILDING SEWER OUTLETS AND".000to°onon0�°°°°° „°°°° ELEVATIONS PRIOR TO INSTALLING ANY s• CRUSHED STONE OR MECHANICAL PORTION OF SEPTIC SYSTEM COMPACTION. (15.221 [21) (2'S % SLOPE) DROP INSIDE 23' PUMP SEPTIC CHAMBER f/ - ORIFICES 0.75 MIN. II __ I 00��D00 00o o!000' --- -- --� -- -- ------ --��---°� °J \ \ 2" INVERTS LEVEL AT 9.08 BOTTOM LEACHING LEVEL AT EL. 8.58 2" CENTRAL FED MANIFOLD PITCH TO DRAIN BACK TO PUMP CHAMBER- NO LOW SPOTS. 6,18' a > 3/4" TO 1 1/2" DOUBLE WASHED STONE 0 2 W 0 10 USE ADJUSTED LEACHING GROUNDWATER ''0 EL. 2.4 3' FACILITY (TIDALLY INFLUENCED) EXISTING DUNE VEGETATION OVER BUOYANCY CALC: PROP. VENT WITH CHARCOAL SAS TO BE RESTORED WEST OF 2500 H-20 TANK WEIGHT: 28,560 LBS FILTER AND BUGSCREEN (FINAL EXISTING TREE/BRUSH LINE. PLACEMENT BY CONTRACTOR LAWN PROPOSED BETWEEN�-V 11.83 x 6.33 x 3.3 x 62.4 = 15,420 UP (OK) WITH HOMEOWNER CONSULTATION) EXISTING TREE/BRUSH FINE AND RELOCATED GRAVEL DRIVE DUNE PLANTING RESTORATION ROPOSED GRAVEL_ SHALL CONSIST OF AMOPHILA \ DRIVE EXTENDS sp. INSTALLED AS PER PRESERVE AN UNDER BUILDING RECOMMENDED DENSITY OF 12 PROTECT EXISTING TO 18 INCHES. CULMS/STEMS EASTERN RED CEDAR TO BE OBTAINED FROM NURSERY IN ADDITION TO AMOPHILA sp., OTHER SALT TOLERANT SPECIES GRASS ✓ m MAY BE PLANTED, EXAMPLES TO G `` t AREA INCLUDE: BEACH PLUM, DUSTY MILLER, SEASIDE GOLDENROD, BENCHMARK: ` CEMENT BOUND JAPANESE BLACK PINE =11.5' NAVD88 l ';' - / TH2'i , 0 O "r �0 TH 1 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) \; f PROPDSI INSPECTION o DUELUNI MANHOLE COVER MORTAR ALL COMPONENTS (TYP.) 24" I.D. PRECAST CONC. RISER AS REQ. 4'0 PRECAST DONUT 1" OVER FIELD �4" THICK 4000 PSI CONC. W/WWF ::. 18"0 OBSERVATION HOLE IN CTR. LEACHING FIELD ••' .00• 12" PERF. HDPE PUMP OUT WELL TO SAND AT BOTTOM L.F. INSPECTION PORT DETAIL NOT TO SCALE MIRAFI 140N NONWOVEN FILTER FABRIC OVER WASHED STONE 2.0" LATERAL WITH 2.0" BOTTOM OF STONE ELEVATION LISTED ORIFICES & SHIELDS X3/4" TO 1-1/2" DOUBLE WASHED STONE COMPACTED CLEAN MEDIUM SAND FILL ONLY. CROSS SECTION LEACHING FIELD N.T.S. 2.0"0 SCH-40 PVC LATERAL ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL. 24 REQ. 1/4"0 HOLE AT 5' O.C. SNAP-ON EXACT DIAMETER HOLES SHIELD SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS Q DRAINAGE SLOTS PRIOR TO PLACING PIPE. ORIFICE SHIELD DETAIL NOT TO SCALE G -W ADJ. DATA: WELL: MIW 29 ZONE: A SEPTEMBER 2017 ADJ: 1.7' METAL EDG ,ogo °o°oo °oog °° °°°° ° °°°� °°° °1 " NATIVE 3j8" WASHED STONE COMPACTED EXTEND 6 MDPW M1.03.1* VIB. ROLLER COMPACTED 12" PROCESSED GRAVEL REMOVE TOP & SUBSOIL COMPACT SUBBASE NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL COMPACT IN 6" LIFTS -TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. GRAVEL DRIVE SECTION NOT TO SCALE REROUTED UTILITIES TO BE MOLED UNDER DUNE, NO OPEN CUT ALLOWED PRESERVE AND PROTECT ALL )VEGETATION OUTSIDE THE WORK LIMIT LINE (TYPICAL) EXISTING DWELLING NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 13. ACCESS FOR ROUTINE MAINTENANCE MUST BE PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER f1SALLATION. 14. IN TALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT REQUIRED. 15. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS, OR ROOF DRIPLINES TO STONE TRENCHES 16. SITE IS SUBJECT TO ORDER OF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION. CONTRACTOR TO POST SIGN SE 083-2139, ADHERE TO CONDITIONS. / MAP 14 PARCEL 65 BOARDWALK LIGHT LLC DOC #1151690 5; -75) \� � CONS, P C-�\ON FRED 6 ' 8a PNS RESER\ EL 1 5' NPS o y ' 0 LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 14 PARCEL 66 LOCUS IS WITHIN FEMA FLOOD ZONE VE EL. 13 & 14 AS SHOWN ON COMMUNITY PANEL #25001 CO588J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT z� hoc REQUIRED: QHS 0o'�e PROPOSED: MIN. LOT SIZE 0 Lewis'�� r o o Lewis MIN. LOT FRONTAGE Bay Pond 140' �odio � s Rood Locus 28.6' Nantucket G(eo Sound 15' 45.4' LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 14 PARCEL 66 LOCUS IS WITHIN FEMA FLOOD ZONE VE EL. 13 & 14 AS SHOWN ON COMMUNITY PANEL #25001 CO588J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 25,000 S.F. 18,060 S.F. 18,060 S.F. MIN. LOT FRONTAGE 150' 140' 140' MIN. FRONT SETBACK 30' 28.6' 26.1'* MIN. SIDE SETBACK 15' 45.4' 47.1' MIN. REAR SETBACK 20' 67.8' 59.3' MAX. BUILDING COVERAGE 25% 7.7% 7 7. 7% . MAX. BLDG HEIGHT 2.5 STORIES 1 STORY STORY MAX BLDG. HEIGHT 35' 1 STORY 34.9' *EGRESS STAIRS FRONT SETBACK 21.6', ROOF OVERHANG 24.0' / / / / 0 / / v/ 7 / i / / / / / Yarmouth Health Department SEPTIC DETAIL APP vED / 1 ' = 10' ame Date OF POWERS LANlE® WEST YARMOUTH, MA PREPARED FOR JEFFREY & NANCY RCAF: INO"ON DATE: JAN. 10, 2018 REV.: FEBRUARY 9, 2018 (FOOTPRINT, SEPTIC LOCATION) REV.: FEBRUARY 28, 2018 (ADJUST DECK, WLL, MISC. PER CONSCOM APPROVAL) REV.: APRIL 26, 2018 (FRONT STEPS) REV.: AUGUST 28, 2018 (R.S. TO DRYWELL) Scale: 1 "= 20' S ZN of M/jss�c OF, 0 10 20 30 40 50 FEET /off DAN!;:L CIVIL off 508-362-4541 8 q No 409. O_ F, I N,), 46502 fax 508-362-9880 Fro �P \ a �� downcope.com �FSs��yp``t�' 'a„��?'�c F�"-STF�'��t,`c'Ii � c �I��NAL �l�t Cfih1C. 0( � Zs _�8 , civil engineers land surveyors DATE DANIEL A. 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I _._:. _. .P _ 1 _ 7x . _ 3 2 1 x9 _ a. rn I I I I} S OF T) \z @ 1 6 BEAM' JOIST 1.VL 2. L (oE) - . t� w . I � x I ( 9'� NG W LDS 6 0 . TYP , — I �J4 . _ I I I I Lu o N I . uP _ . I I TYP. .:I.j . IL�� .,-- I m I - }I JOIST 'NZ 1 I I _ I I _�4-- 1 11 r --- .. _, EEL B ' 0. 5T = FLU H W/ I 1 .O.IF OR J . I 5 4 II x =� 1 2 J— ." I ... — _..._ : . _ I ___ J ;. : L J L J L.. J L L _ J L TYP. J L _ — J x� ,� - _ -� uu- — . —.J— Jam— J _....'— —..r...:.i _... - r -- -- . Ql . . . , .: Z" I 1,1.I { �r �r rr �r ,r r -r -I 2x - LEDG r R JOIST ,r �r �r �r ,r - 7 r I `> (� ti 1 I I I I I I 1 � I.. .� 1. . 1.� I I . �. . I ,� - � I 1 - I � — I � I 11 � . h: . .: _ w . L 0 D BE RIN x 0 4 G ALL LEGEND. ,, I I I I I I I 5 5 I x �I -- —. mow.. C. .. I DN ' w x 0 0 , F— _ I I _ 6 - 1 N KEY NOTE S. v @ m N - 3 2 1 x9 J I I r 11 .11 �: fN �' J m O" N LVL(2.OE) C - . ..:.:... .: - . G1C 7. L ,I A OVE . .' _ . _ O - - - � CL1. '.. C . .. r-1> -IJ W .:�, I .. ,,-., ,- - J _ J L JL'. JL. J L JL - - JL JL-.: JL JL.: -JL. 1.1. - . . JLI JL-. '. JL JL. -JLI JL JL .I c/f CC 1 m �i __. N ca, I Lf)w _ x _ FLU2jM/ v L.O. - - mss. , �,�, — — -- . 1. - — C4 __ _ _ __ Ln Ln � 7 I m1 ;� I I �, ( > I J '` C7 ECgFAM = SiC-FLUSFI'17d i d'FLC�FT01 Az. . - N W _ Q ,.:.. :.,., _---- ,r ,r 3 �r �r .I.. �r ,r rr ,r - ,� ,r I - ,r ,r ,r rr W O r , r ,r r r CL a v� _ . SCALE: AS NOTED _ DATE. . I I 5 DESIGNED BY. L J I I . z, L J 5 . I - . PRO1ECT # ING 1 802 9 3 i . . . -, 1 . - _ . I . �, I . - I I I .- - _ , � I I . I 11 - -. I z A ;, , I I i L STIC WEL TOP NDB TTO 1 I 0 . 4 TYP. _. A . . .I - I I LANG S OF ARAL L STL BEAM' JOIST . . . t� w . � x I VI . 3 L NG W LDS 6 0 . TYP , — I �J4 _ I I x �I -- —. mow.. C. .. I DN ' w x 0 0 , F— _ I I _ 6 - 1 N KEY NOTE S. v @ m N - 3 2 1 x9 J I I W m Z . - DOUBLE SIDED � � : T TERI R rt'ho DOUBLE. SIDED 9 3 0 OU S A EX 0 9 9 :9 - EA W LL _ Z , 4LL SH R A HEAR W/ R F R S SEE ARCH FO DECK 0 L — GENERAL HEAR WALL NOTES. S .-r,..T�..� ��r" AII Tvp ".D" (1N : \A/ATFRPR(1f1FIN(; JL : - INAIL TYPE ..A.. ON I .0 II N LVL(2.OE) C - . ..:.:... .: - . G1C 7. L ,I I 9� . .' _ . _ O - - - � CL1. '.. C W .. ,� Z �.:: L :i . z 1.1. - . . r. . . . c/f CC 1 N _ __. LLA _ _ _ — — — -- . 1. - — — __ _ _ __ Ln Ln � .1 I ll 11 I ._ 2ND FL11, FLOOR FRAMING PLAN :Y—I Az. . - N W _ Q e. Sca 1 4 1 0 ._ O I : - . f- — — . : W O U W O F— W W . . CL a v� SCALE: AS NOTED DATE. . 2 2 08 8 018 DESIGNED BY. L J . z, L J . I - . PRO1ECT # ING 1 802 9 . . . -, 1 . - _ . I . �, I . - I I I .- - _ , � I I . I 11 - S-202 0 . _. A v 1 x . I ._ . . _ — �J4 _ I I Lu o N I _ . I TYP. I I JOIST 'NZ 1 I I _ I I W10 60 S EEL B AM ( 0. 5T = FLU H W/ I 1 .O.IF OR J ISTS) 5 4 s x =� 1 2 J— ___ J L J L J L.. J L _. J L -11 L J L J L J L x� ,� - _ -� uu- — . —.J— Jam— J _....'— —..r...:.i _... . Ql I ox �r �r rr �r ,r r -r -I 2x - LEDG r R �r ,r �r �r �r ,r - 7 r `> (� ti 1 PA 2x8 @ 16 D.C., OTTO FLU 5 6 9 T P. DECK . ..1. ! 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L :i . z 1.1. - . . r. . c/f CC . - . . . : LLA ' O . 1. W . . s;_ „I .1 Ln Ln .1 I ll 11 I ._ 2ND FL11, FLOOR FRAMING PLAN Z O . - N W _ Q e. Sca 1 4 1 0 ._ O W : - . f- — — . : W O U W O F— W W . . CL a v� SCALE: AS NOTED DATE. . 2 2 08 8 018 DESIGNED BY. L J . DRAWN BY • L J . I - . PRO1ECT # ING 1 802 9 . . . -, 1 . - _ . I . �, I . - I I I .- - _ , � I I . I 11 - S-202 co - - _ _ _ __ l . . . - �' :. : DC Y ": - ,: .. U_ z . ., : . 5 e 4 O r . -, . o o .. u z 1 z '.. : W stru u ct ral desi n g . : . . & in emit 9 Y �: w o , . .. . . , . _ : .' in OUS P 9 h' e� . . . . . RIN P.O. Box 182 . , I d . MASHPEE MA 2 0 649 . " L A 0 . I 2 P hone: 508 221-2980 . . . . . w eb www.in house.ne t g ,: .. ., GE N _, JOIST _: . Z W SEAL LOW 1 ., _ . . , .. . .: 1 L t N oa M P S S . �- W (Q _ . _ I ,Q ? W O `. O A R S JEN S EN BEA ( A _ � Lo AD BEARING o ST R U CT tIR A L _ . m 1 . , . o. 5 to N' 0 6fl 2 . a. c. . . F G 2 O SI . . ,POSTTO RIDGE DN .: _ _ J� Jc S O I E 08 2 2 1 DATE. 8 08 .' . . T 0 0 S/ �/ S 2 2 1 D 1 N E ES G ED BY. J L WER NTRY ROOF 0 E . DRAW Y• L NB. J . ; R ING18029 P o�Ecr#. _._ -; AL BEL W L ( OW) S 03 . SEE 2ND LOOR F o . :BEAM (ABOVE) _ s (2) 1/a x 9Y/2 LVL(2.OE) _— _ , -- FR I AM NG PLAN K LOWER IRT R F A I IN S 00 LLS DES OF BUILD G FRAME WI . ( ), . T H --, — — — — — . 2x 16" O.C. SEE ARCH FOR DETAILS AND BRACKETS SEE @ . , . • . : . . � O - > I ,' TYP. ROOF FRAMING PLAN NOTES FOR SHEATHING &' - N .: ... 2- O =. NAILIN RE IRE G U MENTS C! .' - (2) 1/ x 5Y/2 3 3 3 Q 3 3RD FLOOR FRAMING NOTES: �- -: `.: . -. : , ro ti I :. . t- z LEGEND: O e ,, I I: ( I I I I V .:. L ` r, ": .. 1 W - M - .. . I .. E - :. KEY NOTES. �' 1\ : DC - 5 U_ z . ., Q � . g r N o o u z z '.. : W :: TYP. z _ x 0 _ N �: w o TYP. Q a LO DBE RIN . , I d " . " L A 0 BEAR I 2 JOIST . . . . a ,: .-, GE N _, JOIST _: . Z W LL B LOW 1 7 . . �- W (Q WAL (BEL W O W __.i BEA ( A V E) � Lo AD BEARING _ . m 1 , . _ a. 2 N . . ,POSTTO RIDGE DN .: _ _ J� Jc 08 2 2 1 DATE. 8 08 ,, a 9 2 a D 1 N E ES G ED BY. J . . . DRAW Y• L NB. J . ; R ING18029 P o�Ecr#. _._ -; AL BEL W L ( OW) S 03 o . :BEAM (ABOVE) _ s (2) 1/a x 9Y/2 LVL(2.OE) _— _ , -- lu m --, — — — — — . . � O N - N ... 2- O x 5 - (2) 1/ x 5Y/2 3 6 �- -: `.: . -. : , ro ti I :. x — > _ 10 2.0E ( ) LVL l 0 E ) z 0 X 00 ' -_ WALL (BELOW) TYP. 5 JOIS� .:. L ` r, ": .. 1 W - M - .. . I .. E - :. KEY NOTES. cc W m Z - n n - _ v V 2 E DR P BEAM : 3 1 x9 L L 0 0 >.. 3 - ) 3 1 x - - 9 LVL 2. E N - : / 0 3 SPA C NT. _: O a z _ DROP BEAM 3 _ 4 - V E DR P BEAM I_. 41 x LL20 0 I 4 a 2 ( ) 4 GENERAL SHEAR WALL N TE : ` I W WALL FRAME ABOVE I 0 S C ENTERE BELO m �' o : DC - oc U_ z . ., Q � . g r N o o u z z '.. : W :: TYP. z - g . . . . . _. :. .; " . , I d " . " I . . I 2 JOIST . . . . a POS TO I GE _: . Z ` x . . �- W (Q - 6 5 . . . _. O W __.i BEA ( A V E) . .PLAN N O . _ . �� _ _ Scale. 1 0 4 1 a. 2 N . . ,POSTTO RIDGE DN .: _ _ J� Jc 08 2 2 1 DATE. 8 08 ,, a 9 2 a D 1 N E ES G ED BY. J . . . DRAW Y• L NB. J . ; R ING18029 P o�Ecr#. m S 03 . :BEAM (ABOVE) _ s (2) 1/a x 9Y/2 LVL(2.OE) _— _ , -- lu m --, — . N 3 6 LOAD BEARING 00 . X 00 ' WALL (BELOW) TYP. 5 JOIS� 3 r— --- I— . . . I i .. . _. - o x I I I I J . . . , J m II I I I . - LOAD BEARING I I -1 . — — . I I - PROVIDE MIN. 1 y WALL (BELOW) — , _ � 3 : 3 1 -CONTINUOUS TOP WALL PLATE „ x Y/ �� L a L - (3) 1 �� a x7 �� a (3 - 3 �� 1/ 1 �� 7/a -3 3 1 O �� Y a x 7� �� VL 1 ti O - . . _ � ( 2.E ) LV (2.OE) ( I VL2.E ( ) 2.0E ( ) I _ TO CORNER POST ; ., .: ." (4) 2 BUIL _ UP I I N � w AT EXTERIOR ,1 I . - - i "110 • POT (BE W) I I I x � _ N DECK FOR . . . aN � w . CONTINUITY I ^, . cc W m Z - n n - _ v V 2 E DR P BEAM : 3 1 x9 L L 0 0 >.. 3 - ) 3 1 x - - 9 LVL 2. E N - : / 0 3 SPA C NT. _: O a z _ DROP BEAM 3 _ 4 - V E DR P BEAM I_. 41 x LL20 0 I 4 a 2 ( ) 4 GENERAL SHEAR WALL N TE : ` I W WALL FRAME ABOVE I 0 S C ENTERE BELO m ;' ` �' o : DC - oc U_ z . ., Q � . g r N o o u z z o W ;' ` . .. . - .; o M Q oc U_ . ., Q � . r N W .' - W z - g . . . . . _. :. .; " . , I W " . . . . . . a . .'" Ln CN _: . Z ` (] . . �- W (Q . . . _. O W __.i . 3RD F L RF 00 RAMIN G ~ U U W W � W . .PLAN N O . _ . �� _ _ Scale. 1 0 4 1 a. 2 N . . SCALE: AS NOTED 08 2 2 1 DATE. 8 08 ,, a . .. • . .. . D 1 N E ES G ED BY. J . . . DRAW Y• L NB. J . ; R ING18029 P o�Ecr#. S 03 ;' ` I ., . . I I . .� I ., .� . � I . � I I � I � I I . � I . I I I �� I .� I I I . I I I � 11 I I I I � � � � I . . I I I I I . I �� :. I I . I . I I . I I I I � I � .. I I � I � - _. . 1 I . I . :. . _ L' � :: = I'lle 5 O. I I a I _` g L r .: I. . I . I L� I � � I . _' . . I . . 11 I I I � . I r' st u ural dein` ct s 3 1 XS /o . . .` -i-+J & ingenuity t 9 Y Ic J � o in h� OUS PC e 9 . r I . ' � P.O. Box 182 . .: . AFT - V 2. L 0 1 MASHPEE MA02649 F- 11 I �.11 I f 11 P hone: 508-221-2980 X 1 L r .. I1. �I , 1. . -.i.- w www' eb .m house.ne t 9 rx N ' I. '( ....' 11 r . I .' _ . ' /, j / �. . i - . 11 SEAL: ti 11 - _ . ,'. �'. �' ' .. I 11L F H O M 4 I Fi S S 'a \ m -. N N n �: - .' . , . . ys _ O ?, 'S - M -14 . .1. - WJ r LR J EN SEN I 11 - . . 0 ST STRUCTURAL U A l m I I . 'I _. Q . N o 5 60 2 2 2 - , ' r. 11 . _. F G ST Q . I' 2 or -cc C T S . (31-13/4" 5 L L 2.0 1 X CO 09/29/2019 a . OF LOWE R ENTRY ROOF, � [�C . .. .' _ . _ _ L.L_ 1.I 11Q .1 J L .11 I 11 5 EE 2ND FLOOR - 11 I � yti QP `� - I, >J ". FRAMING Pf_AN . w J 2, . I. ,.. :! � - BUILT-UP UL MN IN 2ND 3 2x6COLUMN Z . @ 16' O.C. . . . l r g L EY STO RY WALL WHERE VA L T ; �_ I - ' I }yp I I :. I � � . I I 11 ''I � .1 I I I � . I I., I . I 11 I" I I . � I , � �, I I I I . � . I I I . I � - �' � . 1, I "I I � CLEAT FRAMES ONTO 3RD FLOORC O � . .it - J : J 1-4 L — : - 2 N J� P R OF RA TERS Z . Q :' :. N' X; ' Q V . .. 3 �- -. X 3 1 5 a z -: .: _.-: 1 .. 1 ,� - ' �' r X LOWER SKIRT R AL 0 S ROOF L SIDES OF BUILDING), _ .. V ` V .,.- 1. IW . O W O F. W W C 'LVL 2.0E ( N . . scalE: AS 1.1, S 0 a r I. X C T. L N DESIGNED BY. L J FRAME WITH 2x R 16 0 C. SEE ARCH FOR ' J � L i � . . PROJECT #:, ,, . ING 18029 . r- % .1 IDETAILS � .: : . _ I I � , . I I - - I I �' I I I - I I - I'll I I 11 I -, I .1 . I I � � � . I � �.. � - 11 � I I I � I I .1. .. .1 � . . . . , � I � � . I I I I - - � I � 11 I . � . I I � I � I . 11 . 1. . � � S-204 " . - 1.1r4 w Nr r H AND BRACKETS,P DSEE TY .ROOF FRAMING G °: v� � r� -n „_—— '� � .1 3 LVL 2 1 x914 1) a / 4 , c O TYP. PLANN TES F R SHEATHING _ 0 0 S EA HING &NAILING REQUIREMENTS S Q ' :: W - ` J 4 � _ 11 r - 3 . - -I 1\1 r - _ 3 ) -1 X 5 '.. TYP. - LVL .OE ':. ) 2 N . N. x .. ... '. ..1 I 2 �6 ::,:. 11 ,.. J 2 ... r ROOF FRAMING MIN NOTES: G . ... . I .1 : '.; ; .:. :. .. I .. . > L' � . 7 .. ... ' I I I .. L> 30 ' .J I L r .: 11 ti . I 2 10 : , . 3 1 XS /o : -i-+J Ic J � o r -LZP Z ' OF AFT V 2. L 0 1 ) _ F- - - . N X 1 L r .. r1 -.i.- -, rx N 1 �, ' /, j / _ r a X �� r ti 11 . _ �' ' .. M 'a \ m -. N N n . - " Z H .. P -v \ m c -I r - M -14 L' WJ r L �`��) W I _ I � . T'J J L W I I I Q I .. . I 2 2 z . 2 or -cc C (31-13/4" 5 L L 2.0 1 X CO T. a � [�C . .. .' _ . _ _ L.L_ 1.I 11Q .1 J L - 11 I � yti QP `� - I, >J � TYP. aQ w . w J 2, . I. ,.. Z 2X1 @ 16' O.C. . . . l r g ;: I/// ; �_ I - ' I }yp W w LU . I O � . .it - J : J 1-4 L — : - 2 N P R OF RA TERS Z . Q :' U . , . > '.. X; ' Q V _ . �7 '. - ' r r X 1 _ .. V ` V .,.- 1. IW . O W O F. W W C Cl- N . . scalE: AS 1.1, S 0 I. DATE. \ m �J L N DESIGNED BY. L J ' J � L i � . . PROJECT #:, ,, . ING 18029 w i . � .: : . _ I I � , . I I - - I I �' I I I - I I - I'll I I 11 I -, I .1 . I I � � � . I � �.. � - 11 � I I I � I I .1. .. .1 � . . . . , � I � � . I I I I - - � I � 11 I . � . I I � I � I . 11 . 1. . � � S-204 " . - 1.1r4 w Nr r H � r� -n ry .1 , c O TYP. X: - ` J � _ - . - -I 1\1 r - TYP. N . N. x 1 M` I.:I I � II -1 I I I I i .1 � I . - . I I I I . - I I . I I . .. - . — � � � - 1 I I �� r ... <. r \ 6 �'L I .I .. . r. 3 IIL 7I 11 J�,LI . JILI , . I ALI �� , I JIL -i rII I I � 1� � -I , � ,� .. � . I I I I I � I. I I ; AN NT. I 1 I I3 1 x11/ VL 2. 2S C _ 1) /a a ( ), LEGEND.. _ Y: " W _ > Y _ ..' O X I;. ' . w - w to I N _ w . - . w J - .: .� J L.LL1 _ wJ L .�/ � r J Q r r U GENERAL SHEAR WALL NOTES.. KEY NOTES: W m Z Z O _ . .' � . - Z �� _. I I I I � I i . I L I — . .1 I . I.. I .-. I o > L' � . I . `" ,� L> 30 I (3)-1� '.x 5i/z LVL(2 0E) X CONT. � . . I 2 10 3 1 XS /o . -i-+J Ic J � o r -LZP OF AFT V 2. L 0 1 ) _ F- - - . N X 1 L r .. r1 -.i.- -, rx N 4 ' /, j / _ r z . _ �' ' .. M 'a \ m -. N N n . " Z H .. P -v \ m c -I r - M I .'. / f/// / / , I _ I � . �.. " I I I Q I .. . I 2 2 z . 2 or -cc C (31-13/4" 5 L L 2.0 1 X CO T. . � [�C . .. .' _ . _ _ L.L_ 1.I 11Q .1 J L . / � - I, z W . LL . I. ,.. Z . - . . . l r g ;: I/// ; I I W . I O � . .it - R FF FRAMING G PLAN 0 N . . Scal _ _ �� _ e.14 1 0 - Z . KEY NOTES: W m Z Z O _ . .' � . - Z �� _. I I I I � I i . I L I — . .1 I . I.. I .-. I � I . _ � � r I . I . "r I � . . I I I - I � I I � � I ' W 3 1 XS /o . V 2. L 0 1 ) _ F- . .. 4 4 _ z . _ �' . I .'. 3 1 a 1) 3 _ 1 XS x / 1/ 5 a z z _ �.. L V 2. E 2 E L L 0 LVL .0 ) ( Q V I . . z . 2 or -cc C -. O Q . � [�C . .. .' _ . _ _ L.L_ 1.I 11Q .1 >- . � - I, W . LL .. I Z . . . . g ;: . I W . O I . .it - R FF FRAMING G PLAN 0 N . . Scal _ _ �� _ e.14 1 0 - Z . , . > '.. "..' W Q V _ . �7 '. - r O •. W � _ .. V ` V .,.- 1. IW . O W O F. W W C Cl- N . . scalE: AS 1.1, S 0 I. DATE. 11 0812812018 DESIGNED BY. L J . ; DRAWN BY. L J . . PROJECT #:, ,, . ING 18029 w i . � .: : . _ I I � , . I I - - I I �' I I I - I I - I'll I I 11 I -, I .1 . I I � � � . I � �.. � - 11 � I I I � I I .1. .. .1 � . . . . , � I � � . I I I I - - � I � 11 I . � . I I � I � I . 11 . 1. . � � S-204 00 Go