The URL can be used to link to this page

Home My WebLink Aboutcoc request939 main street rte 6a yarmouth port mass 02675 5/8/2023 FROM: down cape engineering, inc civil engineers & land surveyors T11c*61AI\1 SMITTAL HEATHER CORNELL HCORNELL@DOWNCAPE.COM TO: YARMOUTH CONSERVATION METHOD OF DELIVERY: tel. (508) 362-4541 fax (508) 362-9880 RE: SE83-2088 DCE#16-279 28 AUNT EDITH'S ROAD SOUTH YARMOUTH 51/95 CERTIFICATE OF COMPLIANCE IN PERSON ATTACHED PLEASE FIND A REQUEST FOR A CERTIFICATE OF COMPLIANCE FOR SE83-2088 INCLUDING: • YARMOUTH CHECKLIST • ENGINEERING STATEMENT • WPA FORM 8A • AS BUILT PLOT PLAN DATED 4-2-2023 • AS BUILT PLOT PLAN DATED 7-2348 • SITE PLAN DATED 4-2047 • SITE PLAN DATED 10-2647 • SITE PHOTO • TOWN CERTIFICATE OF COMPLIANCE FEE CC: FILE CONSERVATION OFFICE • All filings must be made on Town of Yarmouth forms. • All applications must be submitted two weeks prior to the next scheduled Conservation Commission meeting. Refer to Meeting Schedule. • Failure to follow the Administrative Checklist shall result in an Administrative Incomplete Application and will not be scheduled for a Public Hearing. • Contact the Conservation Office if you need assistance. v 1 complete hardcopy of the COC application, plan/sketch, and other supporting information to the Conservation Office - mailed to or dropped off at Town Hall. 1 complete pdf of the COC application, plan/sketch, and other supporting information emailed to bdirienzo(cDyarmouth.ma.us. _� Signed statement from an Engineer or similar professional to who prepared the approved plan. — Include in hardcopy and digital submission. As -Built plan —Include in hardcopy and digital submission. Refer to 310 CMR 10.05(9)(d). *Refer to issued Order of Conditions: Special Conditions to determine if required*. Local filing fee. Refer to Fee Schedule. Make check payable to "Town of Yarmouth" and include property address in memo. All forms, Fee Schedule and Meeting schedule can be found at https://www.yarmouth.ma.us/696/Filing-Forms. *Click Yarmouth Street Index for parcel -related Conservation documents. Yarmouth Conservation Commission • 1146 Route 28 •South Yarmouth, MA 02664-4492 Tel. (508)-398-2231 Ext. 1288 •Fax (508)-398-0836 • TTD# (508) 398-2231 • bdiriezno(a��yarmouth.ma.us Rev 2/2023 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Upon completion of the work authorized in an Order of Conditions, the property owner must request a Certificate of Compliance from the issuing authority stating that the work or portion of the work has been satisfactorily completed. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 8A — Request for Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 DEP File Number: SE83-2088 Provided by DEP A. Project Information 1. This request is being made by: Stephen Gatto Name 29 Royal Ct. Mailing Address Norwood MA 02062 City/Town State Zip Code Phone Number 2. This request is in reference to work regulated by a final Order of Conditions issued to: Stephen Gatto Applicant 5/16/17 DE83-2088 Dated DEP File Number 3. The project site is located at: 28 Aunt Edith's Road South Yarmouth Street Address City/Town 51 95 Assessors Map/Plat Number Parcel/Lot Number 4. The final Order of Conditions was recorded at the Registry of Deeds for: Property Owner (if different) Barnstable County Certificate (if registered land) 5. This request is for certification that (check one): 30569 ® the work regulated by the above -referenced Order of Conditions has been satisfactorily completed. ❑ the following portions of the work regulated by the above -referenced Order of Conditions have been satisfactorily completed (use additional paper if necessary). ❑ the above -referenced Order of Conditions has lapsed and is therefore no longer valid, and the work regulated by it was never started. wpaformBa.doc •• rev. S129/14 Page 1 of 2 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 8A — Request for Certificate of Compliance SE83-2088 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Project Information (cont.) 6. Did the Order of Conditions for this project, or the portion of the project subject to this request, contain an approval of any plans stamped by a registered professional engineer, architect, landscape architect, or land surveyor? ® Yes If yes, attach a written statement by such a professional certifying substantial compliance with the plans and describing what deviation, if any, exists from the plans approved in the Order. ❑ No B. Submittal Requirements Requests for Certificates of Compliance should be directed to the issuing authority that issued the final Order of Conditions (OOC). If the project received an OOC from the Conservation Commission, submit this request to that Commission. If the project was issued a Superseding Order of Conditions or was the subject of an Adjudicatory Hearing Final Decision, submit this request to the appropriate DEP Regional Office (see http://www.mass.gov/eea/agencies/massdep/about/contacts/find-the-massdep-regional-office- for your-city-or4own.html). wpaform8a.doc •• rev. 5/29/14 Page 2 of 2 939 main street rt 6a yarmouth port mass 02675 land court surveys structural design site planning sewage system designs inspections permits down cape engineering, inc civil engineers & land surveyors May 8, 2023 Yarmouth Conservation Commission 1146 Route 28 South Yarmouth, MA 02664 Ref: 28 Aunt Edith's Road SE83-2088 Certificate of Compliance Request Dear Commission Members: tel. (508) 362-4541 fax (508) 362-9880 Daniel A. Ojala, P.E., P.L.S. Arne H. Ojala, P.E., P.L.S. Daniel E. Gonsalves, P.E., S.E Craig J. Ferrari, E.I.T., S.E. On May 16, 2017 the Commission issued an Amended Order of Conditions for the above -referenced site, for a raze and replace with proposed pool/patio. The record (revised) plan date referenced by this Amended Order was 4/20/2017. Subsequently, minor revisions to incorporate adjustments to the pool, patio and mitigation were reflected in a final revised plan dated October 26, 2017 which is on file with the town. Chris Kenney, the building contractor, indicated that Kelly Grant (the Conservation Agent at the time) performed a detailed and thorough walk-through with him late spring of 2018 prior to issuance of the Occupancy Permit, referencing the plans and paperwork involved with the site. Her only issue at that time was that 3 blueberry bushes didn't look healthy and needed replacing (which was done). Down Cape Engineering performed an as -built of the mitigation areas, dwelling and pool/patio and found that the mitigation area needed to be increased. The builder took up lawn and added the necessary plantings square footage. Down Cape re -measured and found that the area conformed with that which was required, with minor location differences. The as -built is enclosed. Drywells were installed for roof run-off and a drywell it was installed for pool drawdown. To the best of my knowledge and belief, the site substantially complies with the Order of Conditions and the plan of record, as well as the revised site plan dated October 26, 2017. We hereby request the issuance of a Certificate of Compliance. Thank you for your consideration. Very truly yours, �1 Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: S. Gatto encl. It T ,TION PLANTING AREAS i,344 SF PIER LIC. #1655 AS -BUILT PLOT PLAN DCE #16-279 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION SCALE 1 " _ REFERENCE : #28 AUNT EDITH5 ROAD SOUTH YARMOUTH, MA DATE 4-�--+•23 MAP 51 PARCEL 95 DB 16816 PG 288 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. off 508-362-= foz 508-362-9880 downcope.com down cape e�dinee�ind, inc. civil engineers land surveyors ------------ 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE PREPARED FOR: STEPHEN REG. I,. GATTO DANIEL OJALA � No.40980 s� LAND SURVEYOR NOTE: BU AS -BUILT MEASURE[ AS -BUILT PLOT PLAN DCE �16-279 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #28 AUNT EDITHS ROAD SOUTH YARMOUTH, MA SCALE 1" = 60' DATE 7-23-2018 PREPARED FOR: REFERENCE MAP 51 PARCEL 95 DB 16816 PG 288 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. 0" 508-362-4541 fox 508-362-9060 downcapo.com 0 own cape eakineerind, Inc. c/v// engineers land surveyors 939 MaIn Street ( Rte 6A) YARMOUMPORT MA 02675 DATE STEPHEN J. GATT( OF DANI6L \ A. UJP�LA No. 40980 REG. LAND SURVEYOR Op JJI' I, , I -- r o t%• c .. . IL rkt la I Joe f 01 l 7 - - Y i J Mc 1 ?r • \` - 4 �•�' f n n \ IV �_ , �=T io.y S yx }.., t `R '' IN 1 ., '`}IN C{\ !# T IL I No IN It NIL A -tk `2{ VNINNI kT ' ..•yam-'� III w a IL 41" VOL L 14 F el I rT +" J. 4• k IFN 799 rit , - t IF of NIL v'r. 00 ` ►, �/ .. '.a �1. .. { i� 'ri \ -99- EXISTING COMOGi X aZl COST, SPOT E . -(99)- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. THE 0 TEST HOLE i SLOPE OF GROUND T UDLITY POLE HARDSCAPE CALCULATIONS: R HARDSCAPE RIVERFRONT 0-100' 100-200' EXISTING: 2259 SF 3493 SF PROPOSED: 1108 SF 6591 SF CHANGE: -1151 SF 3098 SF REDEVELOPMENT INCREASE 1,947 SF- MITIGATE BY MOVING BLDG BACK, EMOVE LAWN NEAR RIVER, NATIVE PLANTINGS 4,161 SF > 1,947 SF 712 SF ADDITIONAL HARDSCAPE FOR POOL ' = 1424 SF ADDITIONAL PLANTINGS REQUIRED = 5318 SF TOTAL MITIGATION PLANTINGS REQUIRED 5340 SF MITIGATION PLANTINGS PROPOSED SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 7 BEDROOMS ® 110 GPD = 770 GPD USE A 770 GPD DESIGN FLOW SEPTIC TANK: 770 GPD (2) = 1540 USE TWO H-20 2000 GAL. SEPTIC TANKS FOR FIELD LONGEVITY LEACHING: 770 GPD (.74) = 1041 SF REWIRED 26' X 41' = 1066 SF OK 1066 SF X .74 = 789 GPD OK USE A 26' X 41' PIPE AND STONE LEACHING FIELD AHA APPROVED DATE BOARD OF HEAL MTOATION PLANTING SCHEDULE SYMBOL PLANT NAME 92E LOWBU91 BLUEBERRY 3 0.0. VACGMVM ARd/S7#WL/ SWEET FERN 3=55' 0.0. COMPTGRA PEREGMWA /1 NKSERRY 4-540.0. AS XEX GLARRA CREEPING JUNIPER 3=5' 0.G �AAVPDWS RGWZMMUS /2 PASTURE ROSE 4' 0.G A ROSA CNROLWA SWEET PEPPERBUSH 4' 0.0. /2 CLE7NRA ALAWWA NORTHERN ARROWAOOD 6' 0.0. AC, WISIARWOM DEYTAMM 6-6' 0.0 HIGHBUSH BLUEBERRY P3 ��yy�� YACOWLAU C0R)MBOSLU LK:b BAYBERRY 93 1f X AMERICAN BEA04 GRASS CULMS GFLMS 18" O.C. o° '��_ TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE ¢13871 WITNESS: AMY VON HONE, RS \ / ` DATE: 8/25/2016 l0 PERC. RATE _ < 2 MIN/INCH ,9 \ CLASS I SOILS ELEV. I , I ELEV. 4 9.5' p• 4 9.5' / law I 191 \ \\ \`� 10• 10YR 4/1 t60 10YR 4/1 / s \ NOTE: THIS SITE NOW LS LS ON TOWN WATER 10YR 6/6 10YR 6/6 TH1 l \ / �y \ T-12e J VENT / / \ --- , PEac X`\ r GARAGE / / / 10YR 7/4 10YR 7/4 UFA IF ER WEU-1p•E" / / / �)aoX. EXISTING DWELLING 120• -0.5' 120• -0.5' ,/ \ \ ^\ i:� #170 / / GROUNDWATER ENCOUNTERED AT 108• EL. 0.5' G-W ADJ, DATA: 7e / WELL: MIW-29 FROP ,%E6 / / / \ / -• ` / ZONE: A atO 7� II CWR ING i%lj Y !!\ _ / FFR=B.5 JULY 2,2' T/ •o TOP OF FNDN ,i \ BENCHMARK: O FL 12,5 `tf/' / ♦� O T MAG ELEVATION -,^� / / \ 11 /t It v�M1 =10.76 NAVD'Y/ V d4'�1/1'LO' /bol I c ° ?' Y \ �V ��'(]�'s O p " 1 ?:�, �13/ ' P A PROPOSED \. 7� \., \ /• !/ 1' \ EXTEND WALK l0 �TGS �\r E. / .. e�.� '�!� \J`l \ 61,J\\ EWALLVER { / I MORTM LEAVE SMALL GAPS NATURAL 71W STORE BOLUDERS TO BE UTILEZED, TOP OF ROCKS . 1 • i• �:. .R Arr ram. P, GRADE TOP �, - r E y X EXISTING,ACT AS SELF FENCE DURING WU1- ,1�H iF �9'FTV ri ! ITT---I��y... CONSTRUI MISTING GEADE ALL I T9� i STORES TO AVERAM APPItOX 2' IDEA. F MY SEAWARD OF WALL, SEE LSED IN FOlUlm OTT PP i WU./SILT FENCE AT TOP OF WALL SECTION COASIAI- B" (WT TO SCALE) .i♦ A a� SYSTEM PROFILE PRONDE WN. 20• DWI. WATERTIGHT (n'Or To ScuE) ACCESS CO'rIIR9 TO WTIHN 6. OF FIN. GRME o° '��_ TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE ¢13871 WITNESS: AMY VON HONE, RS \ / ` DATE: 8/25/2016 l0 PERC. RATE _ < 2 MIN/INCH ,9 \ CLASS I SOILS ELEV. I , I ELEV. 4 9.5' p• 4 9.5' / law I 191 \ \\ \`� 10• 10YR 4/1 t60 10YR 4/1 / s \ NOTE: THIS SITE NOW LS LS ON TOWN WATER 10YR 6/6 10YR 6/6 TH1 l \ / �y \ T-12e J VENT / / \ --- , PEac X`\ r GARAGE / / / 10YR 7/4 10YR 7/4 UFA IF ER WEU-1p•E" / / / �)aoX. EXISTING DWELLING 120• -0.5' 120• -0.5' ,/ \ \ ^\ i:� #170 / / GROUNDWATER ENCOUNTERED AT 108• EL. 0.5' G-W ADJ, DATA: 7e / WELL: MIW-29 FROP ,%E6 / / / \ / -• ` / ZONE: A atO 7� II CWR ING i%lj Y !!\ _ / FFR=B.5 JULY 2,2' T/ •o TOP OF FNDN ,i \ BENCHMARK: O FL 12,5 `tf/' / ♦� O T MAG ELEVATION -,^� / / \ 11 /t It v�M1 =10.76 NAVD'Y/ V d4'�1/1'LO' /bol I c ° ?' Y \ �V ��'(]�'s O p " 1 ?:�, �13/ ' P A PROPOSED \. 7� \., \ /• !/ 1' \ EXTEND WALK l0 �TGS �\r E. / .. e�.� '�!� \J`l \ 61,J\\ EWALLVER { / I MORTM LEAVE SMALL GAPS NATURAL 71W STORE BOLUDERS TO BE UTILEZED, TOP OF ROCKS . 1 • i• �:. .R Arr ram. P, GRADE TOP �, - r E y X EXISTING,ACT AS SELF FENCE DURING WU1- ,1�H iF �9'FTV ri ! ITT---I��y... CONSTRUI MISTING GEADE ALL I T9� i STORES TO AVERAM APPItOX 2' IDEA. F MY SEAWARD OF WALL, SEE LSED IN FOlUlm OTT PP i WU./SILT FENCE AT TOP OF WALL SECTION COASIAI- B" (WT TO SCALE) .i♦ A a� SYSTEM PROFILE PRONDE WN. 20• DWI. WATERTIGHT (n'Or To ScuE) ACCESS CO'rIIR9 TO WTIHN 6. OF FIN. GRME luaxr x-ID 4•.SCIIIO Pvc 6' tK SNP flPE9 LEVEL 15f 2' •9.88' ip• 2000 GAL N-20 14• 9.58' TEE SEPTIC TANK TEE " 9 23' 10' 2000 OAL H-20 14• - g,22' TEE SEPTIC TANK TEE :::,:j:••::ie WAlOD6f 0'BO% 8.45' GAS BAFFLE FOR IEVEINESS GAS BAFFLE ' 8.71' 4' - 4' LIO.•IEVEI. ACME OR EQVAL ' . LED,EEL 4' lK). LEVEL NTE ON EQUAL ; ... ... • • • • ......... •a160 M SHED STONE OR MECHANICAL L COMPACTION, (15.221 (21) (2.5% SLOPS ( 1 1L SLOPE) (IS SLOPE) (1 f SLR FOUNDATION- 12' - SEPTIC TANK - 1' SEPTIC TANK - 26' D' BOX 11' *THE INSTALLER INSTALLER SHALL VERIFY THE LOCATIONS OF ALL DCE # i 6-279 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM LEACHING FACILffY z.T' Awusn:0 cRalrowntER FLOAT T11 of TN 0(IR41 DANIEL DMIEL A A OIAU, OJALA "� CAA �RM40911�0yy N441L50�2C 5m\ 0�A•� ISTFT'� 4hG 9uRVEAO r9VAL Ch DANIEL A. OJAU PLS PE DATE LOCUS MAP SCALE 1•=2000't ASSESSORS MAP 51 PARCEL 95 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11, EL 12) AS SHOWN ON COMMUNITY PANEL #25001CO587J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: RS-40 RESIDENTIAL DISTRICT REQUIRED PROVIDED MIN. LOT SIZE 40,000 S.F. 32,217 SF• MIN. LOT FRONTAGE 150, 200,17' MIN. FRONT SETBACK 30' 30.1'•• MIN. SIDE SETBACK 20' 43,2' MIN. REAR SETBACK 20' 20.2' MAX. BUILDING COVERAGE 25% 17.57. BUILDING HEIGHT 35' 34.5' •LEGAL PRE-EXISTING NONCONFORMING LOT SIZE "NOT COUNTING <18• ROOF OVERHANG PER ZONING NOTES 1. DANY IS HALO 88 2. MUHGPAL WATER IS EXISTING 3. YIMYUN PIPE PITCH TO BE 1/e• PER FOOT. 4. DESIGN LOAGNG FOR ALL PROPOSED PRECAST UNITS TO BE M9H0 H-2Q & PIPE JCINTS TO BE MADE WATERTIGHT, 6. CONSIRUCDON DETAILS To BE N ACCORDANCE WITH 310 CUR 15.000 (DRE 5.) 7. THIS PLAN IS FORL PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT ONE STAIONG OR ANY OTHER PURPOSE. & PIPE FOR SEPTIC SYSTEM TO SCH. 40-e PVC, 9. COMPONENTS NOT M BE BACKFILLED OR CONCEALED N1IHOUT INSPECDON BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-666-344-7233) AND VERIFYING THE LOCATION QF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COUMENCEMENT OF WORK, CONTRACTOR TO COORDINATE UTIUN DISCONNECTS AND RECONNECDONS WTH APPROPRIATE VENDORS 11. ANY UNSVITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISIHG TEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WTH CLEAN SANG. 11 ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP EDGES ON ROOF DRYWELLS 14. FEMA FLOOU ftE9STANT FOUNDATION DESIGN AND COMPLIANT GRACING FOR CRAWLSPACE REOUIRED.. 15. POOL FENCE AND GATES TO CODE, SELF CLOSING UTCHINC GATES ALARM ALL HOME DOORS OPENING TO SITE PLAN #28 AUNT EDITH'S ROAD SOUTH YARMOUTH, MA PREPARED FOR STEPHEN J. GATTO DATE: OCTOBER 6, 2016 REV: OCTOBER 20, 2016 (PLANTING DETAILS) REV: NOVEMBER 21 2016 (MOVED HOUSE 8' BACK, ADD'L MITIGATION) REV: NOVEMBER 30, 2016 (CONSCOM APPROVAL EDITS, 1.5:1 WALL) REV: APRIL 20, 2017 ( ADD POOL, MOVE WALL, ADD'L MITIGATION) Scele:l•= 20' 0 10 20 30 M 50 FEET IF 506-362-4541 !ax 509-362-9680 6ornc9pacom O own cope engineering, inc. civil engineers land surveyors 939 Moin Street ( Rte 6A) YARMOUTHPORT MA 02675 16=79 -99- EXISTING COMWR X 93.1 EXIST. SPOT ELEV. --[99}-- PROPOSED CONTOUR 198.41 PROPOSED SPOT R. THI TEST HO E ?%� SLOPE OF GROUND CII, UTILITY POLE 7X FIRE HYDRANT NOTE NOT ILL S1TB015 WY AFCYt N ORAWNG HARDSCAPE CALCULATIONS: HARDSCAPE RIVERFRONT 0-100' 100-200' EXISTING: 2259 SF 3493 SF PROPOSED: 1108 SF 6591 SF CHANGE: -7151 SF 3098 SF REDEVELOPMENT INCREASE 1,947 SF- MITIGATE BY MOVING BLDG BACK, REMOVE LAWN NEAR RIVER, NATIVE PLANTINGS 4,161 SF > 1,947 SF SF ADDITIONAL HARDSCAPE FOR POOL = 1424 SF ADDITIONAL PLANTINGS REQUIRED = 5318 SF TOTAL MITIGATION PLANTINGS REQUIRED 5340 SF MITIGATION PLANTINGS PROPOSED SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 7 BEDROOMS 0 110 GPD = 770 GPD USE A 770 GPD DESIGN FLOW SEPTIC TANK: 770 GPD (2) = 1540 USE TWO H-20 2000 GAL SEPTIC TANKS FOR FIELD LONGEVITY LEACHING: 770 GPD (74) = 1041 SF REQUIRED 26' X 41' = 1066 SF OK 1066 SF X .74 = 789 GPD OK USE A 26' X 41' PIPE AND STONE LEACHING FIELD 4-20-17 no change 8-7-17 MA APPROVED DATE BOARD OF HEALTH NALnGATK)N PLANTING SCHEDULE SYMBOL PLANT NAME SIZE LOWBUSH BLUEBERRY J CC' %I PACCI&MM ANGUSAFOUI SINE -7 FERN J'-.I5' CC 0041PTQVIA PER£CYtWA 11 NKBERRY 4-5' O.0 15 WEX GXABRA 3-5 Cc/2 CREEPING JUNIPER JJVIPDIII H&W20VTAUS .kr PASTURE ROSE 4' CC i1 ROSA CAROLMA SWEET PEPPERBUSH 44 O.C. Q2 CLETNRA AUAFWA T1 - NORTHERN ARROWWOOD 6. O.0 /3 HBURNUM DEVTA7VM 6-1 RC / f HIGHBUSH BLUEBERRYM YACCIAMAI CYMSOSUM f3 5'q ` NORTHERN BAYBERRY MTRICA P£NSYC✓AIII J AMERICAN BEACH GRASS WLMS y y CULMS IV D.C. Rlim ( p.) (2_5X SLOPE) FOUNDATION- 12' - DICE #16-279 e� \�< \ / t Ile ` 1 0 o I �0\ \\ \ leleg ` \\ -Ile / 1 W /KCWIII/ I vian \ \ \ lee `i I >`\ \y k ' ! r' / \ ��. \ \ NOTE: THIS SITE Now ry .to I \ ON TOWN WATER �- O / / \ l `' `� / \ `\ a� _ nHt� Via. %.,V A \ \ 6 4Lg,' ntz vv ��r VENT Ii( 1 / \ lol ,le o. (J / � / � ' L' 'c /•, o GARAGE l l I l FR _ _ SDI; WWELL 140' / / / /( / �� ROX. i 00, NAND '8 b /'\' ,--'✓\c��' REPLACE EMSTNG PRESSURE TREATED BULKHEAD WITH 1:1.2 SLOPED ROCK WALL, TOE TO REMAIN N PLACE, CUT OF BELOW GRADE AFTER CONSTRUCTION TOE STONES TO BE TWO FEET BELOW GRADE MT8LN11 TOE STONES TWO TONS ICIAMUM, FIT STONES CAREFULLY NO MORTAR, LEAVE WALL OARS, NATURAL NATIVE STORE BOUI&ERS TO BE UTW7ID. TOP OF ROCKS Fl. &0 TOP OF EX. WALL EL 7.0 BULKHEAD TO REMAIN IN PLACE 1 ACT AS SILT FENCE DURING WALL COHSTRUOIION. FMSR40 GRAVE VARIES EL &a - 6.0 I, WY SEAAWARD OF WEDS VEGETATION OnOEit aF C(NDDIONi NOIE WALL NO.FD L NDIII OF ORIMWYL PROFOYL NEST FAO. INNLGAION FWRWC9 PROPOGED N iQTYER IMKIIFAD MFA /VRAET HOAX F M FABRIC BEHIND WAU./BEDDING STONE AS RED. STONES TO AVERAGE APPROX 2' DIA WALL SECTION (NOT TO $CAW SYSTEM PROFILE PROVIDE ION. 20' DLW. WATERTIGHT (NOT To SCAM ACCESS COVERS TO WITHIN 6. OF FW, GRADE 4.OSCHMO PVC 4• Nx sL.T® pPES LEVEL 1ST 2• . , . ... .. ...' Ix• ITN M. ..:.. .�... 200D GAL H-20 14" SEPTIC TAW TEE 9.23' f0. 2000 GAL H-20 14• ; 9,22' TEE SEPTIC TANK LEE WATERIEST D'60X CAS BAFFLE' ,e° .� a FOR LEVEl1TF55 LEYcL (ACME OR EQUAL GAS BATFIE : 8.71' 54' a 4' UO. LEVEL (ACME OR EQUAL) '. ` a e Vo .,e,..e,".... " , .........e.e.... ..,.,., .." . , , . o e s e " :... 6• CRUSHED STONE OR MECIWUCAL I COMPACTION, (15.221 (2)) EXISTING DWELLING 0 / 3ROPOSE6 DWELLING \� TOP OF FNDN JI =L 12.5ee ilt I wee lee .,i e. \. Ile _ IAlee / ? b0 ifs„ \ e -. \y , "� EI� 71 OAK TO IMIN C y -� .. ey �• E,&N NG' Ile LaWN MARK CORNEILS w LFACHRIG HELD W/ PROVIDE INSPECTOR PORTS TO REBAR SET 4• BELOW WTIION 3. OF FINISH GUIDE GRADE 2X SLOPE CONNECT MOB kill L£TT FFDRIC NIH CHARCOAL FILTER 11.0 TOPFILTER B'B' ,FINISHED GRADE- 4• LOAN & SEED OR PAVE (-!.X SLOPE) ( L IC SLOPE) (1 S SLOPE) - SEPTIC TANK - I' SEPTIC TANK - 26' D' BOX i V LEACHING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL FACILITY UTILITIES AND ALL BUILDING SEVIER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 41.0 5.0' 2,70 ADJUSTED GROUNDWATER ION BELO'' NV. e 41 •PROPOSED \ q , MGATON PI'A'r=RH' PLANTINGS \ M tzHeBAHUNT M6816 c 1&ROAD L 31,217 SF3 UPLANDIII REV. I of f EXISTING DWELLING #170 7 1 -6b �O OIQ loe OF 16�1 SIDPEt .1oQ r- r /CAP'j0 PV1 tll J i/ N e ,\1� ,II I/- / Scale: T "= 20' 50 FEET 40 0 10 20 30 ENGINEER: CRAIG J. FERRARI, SE 013871 WITNESS: AMY VON HONE, RS DATE: 8/25/2016 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV, n ELEV. on A A LS LS 10" 1OYR 4/1 16" 1OYR 4/1 B B LS LS 33" 10YR 6/6 6 7, 10YR 6/6 30" 7' C C P(SC FS FS 1 OYR 7/4 IOYR 7/4 120-0.5' 120" I I -0IS' GROUNDWATER ENCOUNTERED AT 108" EL. 0.5' G-TV ADJ. DATA: WELL: MIW-29 ZONE: A R=8.5 ADJ: 2,2' JULY 2016 6 -2017 DANIEL A. OJALA PLS PE DATE I'm III IN ,I R Lc'8 g Is \ ne Loc v Nantucket Sound LOCUS MAP SCALE 10=2000't ASSESSORS MAP 51 PARCEL 95 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11, EL 12) AS SHOWN ON COMMUNITY PANEL $25001 C0587J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: RS-40 RESIDENTIAL DISTRICT REQUIRED PROVIDED MIN, LOT SIZE 401 S.F. 32,217 SF* MIN. LOT FRONTAGE I50' 200.17' MIN. FRONT SETBACK 30' 30.1'** MIN, SIDE SETBACK 20' 43.2' MIN, REAR SETBACK 20' 20.2' MAX. BUILDING COVERAGE 25% 17.5% BUILDING HEIGHT 35' 34.5' *LEGAL PRE-EXISTING NONCONFORMING LOT SIZE **NOT COUNTING <18" ROOF OVERHANG PER ZONING NOTES 1. DATUM IS NAV) 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-2Q 5, PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE PATH 310 CMR III (TITLE 51 7. THIS PLAN IS FDIT PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE, 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-40 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. CONTRACTOR TO COORDINATE UTILITY DISCONNECTS AND RECONNECTIONS WITH APPROPRIATE VENDORS. If. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 51 BENEATH AND AROUND THE PROPOSED LEACHING FACILITY, 12, EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 13. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP EDGES OR ROOF DRYWELLS 14, FEMA FLOOD RESISTANT FOUNDATION DESIGN AND COMPLIANT GRADING FOR CRAWLSPACE REQUIRED, 15. POOL FENCE AND GATES TO CODE, SELF CLOSING LATCHING GATES, ALARM ALL HOME DOORS OPENING TO POOL FENCE AREA TO CODE 33�TF PLAZA OF PREPARED FOR Z ll LP EN aJ. UA a TO DATE: OCTOBER 6, 2016p REV: OCTOBER 20, 2016 (PLANTING DETAILS) pL REV: NOVEMBER 2, 2016 (MOVED HOUSE 8' BACK, ADD'L MITIGATION) Av REV: NOVEMBER 30, 2016 (CONSCOM APPROVAL EDITS, 1.5:1 WALL) REV: APRIL 20, 2017 ( ADD POOL, MOVE WALL, ADD'L MITIGATION) REV: JUNE 79 2017 (MOVE POOL, ADJUST PATIO AND MITIGATION) REV: AUGUST 7, 2017 (MOVE POOL, ADJUST PATIO AND MFFIGATION) REV: OCTOBER 26, 2017 (PROPOSED WALL) In IE 503-362-4541 I �.�4 �✓ fax 5D 1-362-98 wncB0 doope.com down cape eng/deermg, 441 civil engineers land Surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 16-279