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HomeMy WebLinkAbout246 Pleasant St Site PlanProposed FF 15.6 EL. 10.51-/ Installer To Confirm Prior To Any Work 2 *Final Foundation Grading To Be Coordinated With Landscape Plan _2_2V I H-20 D -Bar o Be lnstafled On Stable Compacted Hose -See Note 6 (typ.) Flow Equilizers As Required Bedding, "T"s, Inspection Port, & Boffels as Per Title 5 1 Too EL. 9.50 DEVELOPED PROFILE OF SYSTEM Pleasant (40' wide - Public) Street o ye�en �... ¢ ... t.: P •oh. .........\\. i N\�0 \ s x�.M1/�� h• N \: m\ rr ?S O m\ �O. G i. \\ o<\ \ m\ G \ Z \ \\ Na o (51 n D G \\ R=25 1 >. o� 1 I ' I c) o , I oO lar 12x5 --- h G r. / l / tK ^fj % 4 cry O i Tet .� ode At// 11x6 5 / b Zo o i a � o N O'er 1n v J Q' Legend: +3 ao Cedar Tree o' RICHT 'HEI p N0. O °� Deciduous Tree i 0 Coniferous Tree 0 Misceloneous Manhole 0Q Electric Manhol 0 Cleanout/Vent © Gas Gate TEST HOLE - 1 & 2 Lightpost -OHw- Overhead Wires - G - Underground U DARK GRAYISH BROWN �. 2000 Gallon 2 -Compartment Septic Tank H-20 Required d(See Note 5 & 10) - 1 _2_2V I H-20 D -Bar o Be lnstafled On Stable Compacted Hose -See Note 6 (typ.) Flow Equilizers As Required Bedding, "T"s, Inspection Port, & Boffels as Per Title 5 1 Too EL. 9.50 DEVELOPED PROFILE OF SYSTEM Pleasant (40' wide - Public) Street o ye�en �... ¢ ... t.: P •oh. .........\\. i N\�0 \ s x�.M1/�� h• N \: m\ rr ?S O m\ �O. G i. \\ o<\ \ m\ G \ Z \ \\ Na o (51 n D G \\ R=25 1 >. o� 1 I ' I c) o , I oO lar 12x5 --- h G r. / l / tK ^fj % 4 cry O i Tet .� ode At// 11x6 5 / b Zo o i a � o N O'er 1n v J Q' Legend: +3 ao Cedar Tree o' RICHT 'HEI p N0. O °� Deciduous Tree i 0 Coniferous Tree 0 Misceloneous Manhole 0Q Electric Manhol 0 Cleanout/Vent © Gas Gate TEST HOLE - 1 & 2 Lightpost -OHw- Overhead Wires - G - Underground U 12x2 NOT TO SCALE Groundwater Per T.O.Y. Standard i \ ,3 ( ZY ae 7.49' IF fit° fA` 0 :00' G( oaµadj 12x9 1zx9 041 13x2 \I ss32.i01, Stoke & Tack ��p�/� 12x2 VA Fnd 1TH-1\12x9 TH-2� Existing Septic (Approx Location) to be Pumped, Filled & Abandoned or Removed in Accordance with 310 CMR 15.354, L7ot / A Oae ch Mark Legal References: Deed Book 29105/27 Plan Book 157/85 " 122/121 " 233/125 " 77/53 Land Court Case 20538-C 11 "1120539-C Location Map: 1 "=2, DOD±' ASSESSORS REF.: Map 43, Parcel 30 FLOOD ZONE: X (0.2% Chance of Flood) Based on Map # 25001CO589J July 16, 2014 ZONE: R-40 Area (min.) 87,120 SF (RPOD) Fronto e (min) 20' Width (min) 125' Setbacks: Front 30' Side 20' Rear 20' VARIANCE: Town of Yarmouth -Health Department Code 3.7 (Foundation Elevation Requirements) Foundation to be 2' above High Point of Road. Requesting 1.6' Above High Grade of Road for a 0.4' Variance. Grading is adequate to prevent any runoff towards the foundation and the soil is sandy and any rain water will perc threw the ground Ptflity e� and not collect or run. 4d F o� 2 iFonsfort Oforr ner G� o r. 12 F s 916 F F 12x ,I MH Rkn-12.6 / 31± i i / \ J 11 xe / s Proposed eloca ' Hist I of House TCF 4.6' FF 15.6' " Be Con fir ed, Prior To on tru c tion \ "a 9.91 5�� to 0Co �e 7 Yarmouth Health Department PP VED Ajwa'�l Date --25-- Elevation Contour 12.3 Spot Elevation El CB/DH Concrete Bound w/Drillhole G SB/DH Stone Bound w/Drillhole ® Well PERFORMEDBY:CHARLES ROWLAND- SULLIVANENGINEERING : SOIL EVALUATOR NO. 13586 WITNESSED BY: AMY VON HONE, R.S. - TOWN OF YARMOUTH JUNE 2, 2016 SITE PASSED ELEVATION 1.5' NAVD 12x5 12.1 TEST HOLE - 3 & 4 1 EL. 12.7 1. Location of Utilities Shown on This Plan Are Approx. At Least 72 Hours TEST HOLE - 1 & 2 EL AE LAYER IOYR 211 1 12" DARK GRAYISH BROWN �. 12'_ LOAM 1 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall - B LAYER IOYR 5/8 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to 26' YELLOWISHBROWN 10.5 Coordination With Yarmouth Water, and Shall be in Accordance MEDIUM SAND With 248 CMR 1.00 - 7.00 & 310 CMR 15.00. 27" PERC TEST 9.9 132" 25 GALLONS GONE IN 5:19 MIN. 1.7 36N PERC RATE <2 MIN IN (LTAR = 0.74) 9.1 6. Install Watertight Risers and Covers to Within 6" of Finished Grade Cl LAYER 10YR 6/6 Over Septic Tank Inlet, U, and Outlet, D -Box, and Two Leaching Chamber. - Fabric And/Or LIGHT YELLOWISH BROWN 1/8" - 112" 66" MED. - COARSE SAND 6.6 3/4" - 1 1 /2" C2 LAYER 5YR 5/8 Double Washed Stone 8. All Piping to be Sch. 40 PVC. LIGHT YELLOWISHBROWN 9. D -Box Shall Have a Minimum Inside Dimension of 12 ", and a Minimum 32 MED. - COARSE SAND 2.0 10. Septic Tank Shall be a 2,000 Gallon, with 2 Compartments. NO GROUNDWATER ENCOUNTERED First Compartment Shall Have a Volume ofNot Less Thank 1,320 tT!_Tr !_Dl11 n\in \irATCD Acctm2n AT ELEVATION 1.5' NAVD 12x5 12.1 TEST HOLE - 3 & 4 1 EL. 12.7 1. Location of Utilities Shown on This Plan Are Approx. At Least 72 Hours AE LAYER IOYR 2/I Prior to Any Excavation For This Project the Contractor Shall Make DARKGRAYISHBROWN 1 12" 1 LOAM . 11.7 B LAYER IOYR 5/8 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall YELLOWISHBROWN Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to 26' MEDIUMSAND 10.5 Coordination With Yarmouth Water, and Shall be in Accordance C LAYER IOYR 6/6 With 248 CMR 1.00 - 7.00 & 310 CMR 15.00. LIGHT YELLOWISHBROWN 132" MED. - COARSE SAND 1.7 NO GROUNDWATER ENCOUN'T'ERED ` 'GH GROUND WATER ASSUMED AT ��e` r' �5- - 22' I6Z-' ELEVATION 1.5' NAVD 12.8' Je e `\ Proposed ,� Res O Tank \O� 0 zx' Proposed O d 5P5 D -Box °5e 12,8 -yi:ls.o' Q(oQ 50.5 4 2T 10' 124 Min. 12x5 Storage 13x7 Box 0 2A�h c s ryry0 6,\k 9' , 200' From Mean High Water Bass River PLAN VIEW Scale 1 rr=20' Finish Grade I HACHING AMBER I �-- 4' - 10" - - 72'- 10" CROSS SECTION OF CHAMBER NOT TO SCALE N diE$ o� T1 TL E. Site Plan PREPARED BY: Proposed Improvements • Engineering & At SU ivan Consulting, Inc. 246. Pleasant Street (508) 428.3344 • P.O. Box 659.7 Parker Road, Osterville, MA 02655 Yarmouth, Mass. seci@sullivanengin.com • www.sullivanengin.com DATE: SCALE: Draft/Review: CTR/JOD Field: CTR Field: WHKIKAR August 23, 2016 1 = 20 Project: 9800018 j Comp./Review: CTR Comp/Draft: PREPARED FOR: DESIGN DATA Single Family - Proposed 2 Bedroom, Design for 6 Bedroom 660 GPD No Garbage Grinder Total Daily Flow = 660 GPD For Future Use a 2 -Compartment 2000 Gal Septic Tank First Compartment is no less than 1320 Gallons Second Compartment is no less than 660 Gallons LEACHING AREA 660 GPD / 0.74 (L TAR) = 892 SF Required Sidewall = 2(12.83'+ 50.5)2'= 645 SF Bottom Area = (12.83'x 50.59 = 253 SF Total Provided = 898 SF (664 GPD) LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use 5-500 Gal. Leaching Chambers in a 12.83'x 50.5' Washed Stone Field as Shown. CapeS u ry I Pine Bass LLC 1.) The information shown was obtained by on 23 West Bay Rd, Suite G Osterville MA 02655 (508) 420-3994 / 420-3995fox www.copesurv.com Review: RRL Drawing # C311-591 ext c% Goulston & Storrs on the ground survey performed on or 400 Atlantic Avenue between 151OCT115 and 23/OCT/15. Boston MA 02190-3333 2.) The elevations are based on NAVD 1988; an adjusted mean sea level datum. 20 0 15 20 40 80 SEPTIC NOTES 1. Location of Utilities Shown on This Plan Are Approx. At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notifications to Dig Safe 0-888-344-7233) and contact Sullivan Engineering & Consulting Inc. (508-428-3344). 2. The Contractor is Requirea to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness. In General, Water Lines Shall be Constructed in Coordination With Yarmouth Water, and Shall be in Accordance With 248 CMR 1.00 - 7.00 & 310 CMR 15.00. 4. A Minimum of9" of Cover is Required for All Components. 5. All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading. It is the Engineer's - Recommendation that H-20 Always be Used. 6. Install Watertight Risers and Covers to Within 6" of Finished Grade Filter Over Septic Tank Inlet, U, and Outlet, D -Box, and Two Leaching Chamber. - Fabric And/Or All covers are to be maximum 18" for concrete or 24" Cast Iron. 1/8" - 112" 7. Septic System to be Installed in Accordance With 310 CMR 15.00 & Pea Stone 248 CMR 1.00- 7.00 Latest Revision and the Town of Yarmouth 3/4" - 1 1 /2" Board of -Health Regulations. Double Washed Stone 8. All Piping to be Sch. 40 PVC. 9. D -Box Shall Have a Minimum Inside Dimension of 12 ", and a Minimum Sump of 6'. 10. Septic Tank Shall be a 2,000 Gallon, with 2 Compartments. First Compartment Shall Have a Volume ofNot Less Thank 1,320 Gallons and the Second ofNot Less than 660 Gallons. The Compartments Shall be Interconnected by a Minimum 4" 0 Vented Inverted U -Shaped Pipe with a Gas Battle on the Outlet. 11. The Separation Distance Between the Septic Tank Inlets and Outlets Shall be No Less than the Liquid Depth. Inlet Tees Shall Extend a Minimum of 10" Below the Flow Line. Outlet Tees Shall Extend 14" Below the Flow Line, and Shall be Equipped With a Gas Baffle. NOTES: CapeS u ry I Pine Bass LLC 1.) The information shown was obtained by on 23 West Bay Rd, Suite G Osterville MA 02655 (508) 420-3994 / 420-3995fox www.copesurv.com Review: RRL Drawing # C311-591 ext c% Goulston & Storrs on the ground survey performed on or 400 Atlantic Avenue between 151OCT115 and 23/OCT/15. Boston MA 02190-3333 2.) The elevations are based on NAVD 1988; an adjusted mean sea level datum. 20 0 15 20 40 80