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HomeMy WebLinkAbout0040 SALT MEADOW LANE - Health 40 Salt MeadoNVLL� -e v A = 156-038 / ` 1 J TOWN OF jBARNSTABLE LOCATION Lq 0 5 a If HeA-OL ( .t) Id. SEWAGE# VILLAGE w . &rtJS JAB (t^ASSESSOR'S MAP&PARCEL 15"W 035100 INSTALLER'S NAME&PHONE NO. �j r_(N SEPTIC TANK CAPACITY Oa ciolod _ ^- e I LEACHING FACILITY.(type) s-, d 9QLJ [G,S(size) a,�3 3c ✓ , NO.OF BEDROOMS OWNER rob y N PERMIT DATE: �'Q2�` �I COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility / b Feet Private Water Supply Well and Leaching Facility(If any wells exist on e 1(s site or within 200 feet of leaching facility) C. IV ° — Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 6 �^ 300 feet of leaching facility) Feet FURNISHED BY RCi G-✓1 R(JQ_i_A_, (f' I i f � " IF P 3 .� � 1 aZ. 4�'- s iG b 6 ' 3 00 a ) 30���,� 5 96`-3 5S I ' Town of Barnstable . . ; Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 John Norman,Chairrman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. F.P.('Thomas)Lee,P.E. Daniel Luczkow,M.D.Alt. March 8, 2022 Mr. Steve Cartwright RAS Associates P.O. Box 71 Falmouth MA 02541 RE:' .40 Salf Meadow;Lane,West Barrisfable A 156 038 : Dear Mr. Cartwright, You are granted a variance on behalf of your client, Brian Greer, to construct an onsite sewage disposal system at 40 Salt Meadow Lane, West Barnstable. The variance granted is as follows: Section 360- 18 of the Town of Barnstable Code, Marginal Lots:: To construct a subsurface sewage disposal system in an area where there is not sufficient naturally occurring pervious soil above the maximum groundwater elevation. During testing and soil evaluations conducted by the designing engineers, it was determined pervious soils were located deep into the holes, twenty feet six inches (20'6") below grade. and the depth of the groundwater table was approximately twenty feet eleven inches (20'11") below grade. Due to the extreme depth of naturally occurring material, the construction of the proposed soil absorption system will tequire the removal of all the unsuitable soil down to approximately 16 feet deep, in compliance with 310 CMR 15.213, State Environmental Code, Title V. Although this marginal lot will require extensive soil removal and replacement with fill, the proposed onsite sewage disposal system, as proposed, will provide the same degree of protection to the health of the environment as would otherwise be provided if naturally occurring material is provided four feet above the groundwater table. Sincerely yours, J n Norman hairman Q:\WPFILES\Cartwright 40 Salt Meadow Lane Variance May 2021.docx I DATE: 9 . : t $95.00 E'E$*: KASIL Town of Barnstable Board o d of Health SCHED,DATE: 200 Main Street,Hyannis MA 02601 Office: 508.862A644 . � _Q ^tom FAX: 508-790.6304 John T.NormanDonald A.Guadegnoli,M.D. Paul J.Cannifl;D.M.D. F.P.(Thomas)Lee,Alternate VARIANCE RE/O'UEST"FO'R,,M/ LOCATION 4 1 W f �ea2e w 1,!me l e6t Property Address: Assessor's Map and Parcel Number: l5� _Size of Lot: �i 5L Wetlands Within 300 Ft. -5L'oe—t,41444 Business Name: Subdivision Name: APPLICANT'S NAME: Phone .Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Vr/a4 A. &I-ee-r Name: IZ-+49 Address: 35 1,t71,1 AqM 1�®ad Address: all Gam, o Phone: Phone: go EMAIL VARIANCE FROM rATIoN(Incm.Reg:"code u) REASON FOR VARIANCE(May attach separate sheet/i space needed) NATURE OF WORK: House Addition ouse Renovation Repair of.Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submitJirm four on list as S collated packet. A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an UA system or secondary treatment unit(S.T.U.). -___ C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: healthAtown.bamstable ma us *(Pool Plan—5 hard copies) _ D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or RS. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only -_ Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). Fee Submitted•S25 00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows,and 3)New owner/new lessee applying for food,pool or body art variances. FMmptions from Varimm Fee: 1)Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance'.'). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED John T.Norman NOT APPROVED Donald A.Guadagnoli,M.D. REASON FOR DISAPPROVAL Paul J.Cermiff,D.M.D. 0:\Application Forms\VARIREQ Rev Jan 1-2020.doex 7rchurchill Engineering,g,Inc. I CONSULTING ENGINEERS AND CONTRACTORS ^� February 5, 2021 Thomas McKean, Director Barnstable Board of Health 200 Main Street Barnstable, Massachusetts 02601 Ref: Variance Request-On-Site sewage Disposal System proposed at 40 Salt Meadow ln. Thomas, Churchill Engineering, Inc. (CEI) is submitting this request for relief from the Barnstable On-Site Sewage Disposal Systems ch. 360 §18 requiring four feet of naturally occurring pervious soil must be present above maximum groundwater elevation. The deep hole observation records for this site yield the top of the strata of naturally occurring pervious material is found approximately 20'-6" below existing grade. However, the depth to the historic high groundwater table is approximately 20'-11" below grade. Hence, four feet of naturally occurring pervious soil is not present above the maximum groundwater elevation, therefore, the site does not conform to the requirements of ch. 360 §18.A. Due to the extreme depth of naturally occurring material, the proposed soil absorption system requires approximately 16 feet of unsuitable material to be removed and replaced with material conforming to 310CMR15.255(3). Thus, the separation between the bottom of the system and the groundwater table would significantly exceed the minimum distance as set out in 310CMR15.213. Hence, CEI submits that the system, as proposed, will provide the same degree of protection to the public health that would otherwise be provided if the depth of the naturally occurring strata was located 4 feet above the groundwater table. Moreover, the removal of unsuitable material and replacement with fill does not constitute a filling of marginal land to provide sufficient area to locate a sewage disposal system. Therefore, CEI respectfully submits, that strict application of the provisions of the regulation, for which relief is sought, would result in manifest injustice considering the same level of protection to the public health may otherwise be achieved. Si nperely, I 1 card M. urc 11;1� Ems` rincipal r-i v a 18 Main Street Extension Suite 202 - Plymouth, Massachusetts 02360 (508)747-6969 (508)747-6968 fax ' y I own of Barnstable PT# Department of Inspectional Services ' ; wtxsrr►tiaa, , Public Health Division e tom` 200 Main Street;Hyannis MA 02601 Office: 508-862-4644 Date Scheduled 25Jan21 Time 1000 Soil Suitability Assessment for Sewage D isposal Performed By. R M Churchill, PE Witnessed By: David Stanton LOCATION& GENERAL INFORMATION , Location Address: Owner's Name' lbiri IV I . ez ii 0 At_' M&APMU L, At Owner's Address: ✓�.�r V b��', �.' d m:: Assessor's Map/Pa:eeh, Certified Soil Evaluators Name: ( C E. ., Certified Soil Evaluators Email•e) .c- ce.Z(03 VVV43phw:M ef New Construction or Repair: Aaw wv�r Certified Soil Evaluators Telephone# Land Use ja-3 F,I& / d- Slopes(%) 7 Surface Stones C_ Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way f3 Property Line Other ft Parent material(geologic). Glacial Till Depth to Bedrock Not encountered Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face 21 0-411 Estimated Seasonal High Groundwater 20'-1 1 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Visual Observation Depth "Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole; in. Groundwater Adjustment $ Index Well# Reading Date.: Index Well level Adj.factor Adj,Groundwater Level PERCOLATION TESL' :.Date TIene Observation —^-- Hole 4 3 4 Time at 9" Depth of Pere Time at 6" Start Pre-soak Time.@ Time(9"-6") End Pre-soak Rate Min./Inch Less than 5 min/in Sitc Suitability Assessment: Site.Passed X Site Failed: Additional Testing Needed(Y/N) N ,lDeep Observation giole Log Hole#e 1 Depth from Surface Soil Horizon Soil.Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistent %Gravel 0 - 9 in A Sandy Loam 7.5YR 5/1 Roots 9-18 in B Sandy Loam 7.5YR 7/4 18-168 in C1 very Firm Silty 10YR 7/4 ClayLoam 168-241 in C2 Very Sticky Clay 10YR 7/4 loam 241-295 in C3 Medium Sand 10YR 6/2 15% gravel Information from 06Apr05 soi s evaluation i Dee Ohservaflon� ole Log idol 2 P Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure;Stones,Boulders, Consistent %Gravel). 0-9 in A Sandy Loam 7.5YR 5/1 Roots 9-18 in B Sandy Loam 7.5YR 7/4 18-168 in C1 Very Firm Silty 10 YR 7/4 Clay Loam 168-241 in C2 Very Sticky Clay 10YR 7/4 Loam 241-295 in C3 Medium Sand 10YR 8/2 15% Gravel Information from 06AprO5 soil 3 evaluation Deep Observation Ho Lag Dole#0 3 Depth from Surface Soil Horizon Soil.Texture Soil Color soil:Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency;%Gravel 0-9 in A Sandy Loam 7.5YR 5/1 Roots 9-18 in B Sandy Loam 7.5YR 7/4 18-168 in C1 Very Firm Silty 10YR 7/4 Clay Loam Very Sticky Clay 168-246 in C2 loam 10YR 7/4 246-312 in C3 Medium Sand 10YR 8/2 15% Gravel Deep Observation Hole Lod Hale#: 4 Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency,%Gravel 0-9 in A Sandy Loam 7.5YR 5/1 Roots 9-18 in B Sandy Loam 7.5 YR 7/4 Very Firm Silty 18-168 in C1 ClayLoam 10YR 7/4 Very Sticky Clay 10YR 7-4 168-245 in C2 Loam 245 - 316 in C3 Medium sand 10YR8/2 15% Gravel :A E� F100d Insurance Rate Map: Above 500 year flood boundary No Yes X Within 500 year boundary No X Yes Within 100 year flood boundary No. X Yes Depth og Naturally®ccurrin�Perviious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? YES, although this strata is found approximately 20'-6"below grade If not,what is the depth of naturally occurring pervious material? Certification I certify that on 2004 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed b and experience@scribed in 314 CMR 15.01.7. y me consistent with the required training,expertise � i Signature SE2785 - Date SKETCH: (Or you can attach a separate sheet) (Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proxhiiity to holes) See Attached No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftPIitation for Misposai 6pstem Construction Vermit Application for a Permit to Construct 14 Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. � �� LN O�eer's Name,Address,and Tel.No. �J LAC✓ Assessor's Map/Parcel 0 H /U q i`j Installer's Name,Address,and Tel.No. Desi ner's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size ?J � sq�. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures f Design Flow(min.required) 0 gpd Design flow provided `4,`7 0 gpd Plan Date I 2 I Number of sheets Revision Date Title TO 64 LQ.Gw1 �� S YYL Tin P Size of Septic Tank /' Type of S.A.S. Description of Soil .rt 5 D wo Jib lMeALUM Yei Nature of Repairs or Alterations(Answer when applicable) new r avn'4lr cam` e j/1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. / Signed Date / Z Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector t " Town of Barnstable . P# � ? y Department of Regulatory Services t // ��Bt Public Health Division DateFAM 3 3 /d K i639 `b$ \_ 200 Main Street,Hyannis MA 02601 ABED pitA't�' . u } i Date Scheduled I `�s Time U Fee Pd. ' Soil Suitability Assessment for Sewage.Dis 'osal Performed By: ­40/7'^'/ I0 -D6'yL c- 7 /L S Witnessed By: LOCATION & E RAL INFORMATION Location Address �� � � C �Sr Owner's Name i I J Address Z�5 57-4667- /Y yI�N,V/s. In,Y, o z ,�) / Assessor's Map/Parcel: 15 (p — U 2) (/S G- 3 g, Engineer's Name ✓off /� pyL c NEW CONSTRUCTION REPAIR 1 Telephone# 50 1- S5 Land Use VlCJ'tiF T� A TC� Slopes(%) � �� Surface Stones NO /V5 Distances from: Open Water Body � ft Possible Wet Ara L L'-4Mft Drinking Water Well, ft Drainage Way �yb ft Property Line /-J ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 3 �3 Z�,sl P�2 g r1 l/ f1� \ ri 4-I 51�11 7 /I2 c�J D Ole,) -flil/� t Parent material(geologic) iCC" /fir OL,7 -S/V Depth tp Bedrock Depth to Groundwater: Standing Water in Hole: 2 1 Weeping from Pit FaCe R Estimated Seasonal:High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE w; Method Used: co - Depth Observed standing in obs.hole: _--in, Depth tO Soil tndttic : r r` Depth t6weepin.g from side of obs,he:e: in. Groundwater Adjustment t' - Yrieiex Weil# Reading Date: Index Well level ; AdJ.factor— Adj.Oroundwat rLevel r PERCOLATION,TEST )mitt: o S '!t'lmc Observation -71-0_1 _P Time at 9" Hole.# Depth of Perc Z 4-1 �I Z T�.„ Time at 6" � Start Pre-soak Time.@ Time(9"-6") End Pre-soak ' Rate Min./Inch Ag-Z) /UTG -C 5 I1/N//1 r, 7e 'Disco V2cAx OAS,4rll- Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolafiion test is to be conducted within 100' of wetland,you must first notify the Barnstable Cdnservation Division at least one(1)week prior to beginning. nA.RF.PTIf NPERCFbRM.DOC 9 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Struqure,Stones,Boulders. Consistency,%Gravel RvdTys 9 /11 °, 9 TL vH�/yJ 7 S Y9 7/¢ 16 2-H Cz Cry /W ti� i- S T!G 2*1% 275" C3 s,�'iv1��� /v yg /Z- /'5% 62;�V��- DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel 7,51%C s� BSc'-!L✓ED Sfl n4P y S xw �yt 9 '''/�'" � LoAry/ 7• Viw v62Y L T-Sc,�77 G z* Z9 C-3 � .t%o`� /DY/1L®2— /S a 6R-,qVE-L DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.To Gravel Flood Insurance Rate Map: Above 500 year flood boundary No— Yes ._..__.._ Within 500 year boundary No_ Yes Within 100 year flood boundary No V/ Yes Death of Natufally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? laf S If not,what is the depth of naturally occurring pervious material? Certirication I certify that on. l�� (date)I have passed the soil evaluator examination approved by the Department of Fnvironmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Signature Date �3 Q:ISEPTIC\PERCFORM.DOC No. - --- -- Fee----- -- BOARD OF HEALTH TOWN OF BARNSTABLE M,401pplication for Vell Cootruction permit - 7 � Applic tion 's he by ma de or a pe it ns ter ( )to , or Repair ( )an individual Well at: AA 1 -— ��- _ __� _� ---- ) Location — Address Assessors Map and Parcel OOA - ------------- --------------------- 9W Owne Address Installer — Driller d ress Type of Building / Dwelling—t/— -- --------- -- ---------- Other - Type of Building--____—__________ No. of Persons----_-__ Type of Well--Pk - ----- Capacity------------_-------- / Purpose of Well- -----------___—__-- LC7S GJVLA ea*'t b Agreement: I -Q37 15 �- 0,3 CGS The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The &' Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to � place the well in operation until a Cnate . mpliance has been issued by the Board of Health. $Xr-Se SignedtApplication Approved By da e Application Disapproved for the following sons: __—____--_____.__—____--____._�_— :+ice date Permit No. __---- Issued-- �d.ite BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by_____ ----------------------------__-----__—__—___-- Installer at—.__ -------- - - - -- -- -- -- - - ----has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -----------------_Dated------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--_ -- Inspector —------------ rr No. - --- ----------- Fee---- -------------- r BOARD OF HEALTH rah TOWN OF BARNSTABLE ��� zppCicatlon bflVr11 ConfStruc .. n jermit M, j Application s hereby made for a pe It to onst "ct ( �), Alter ( ), or Repair ( )an individual Well at: U. WLocation Address Assessors Ma and Parcel Owner Address ---^—'--'�—_-- - -= f - - -- r Installer — Driller d ress Type of Building Dwelling -- --- - - - - - -- — Other - Type of Building-----___—______________ No. of Persons--- -------_------------ _ PIAA __ Type of Well � � "------------ Capacity---------------------------------- �a Purpose of Well----�•�-''� ----------------- W<'- __Q_ Agreement: S Q The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The yU Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to 17T place the well in operation until a Certifi ate .of Compliance has been issued by the Board of Health. Signed — � - ------ O t 6do i Application Approved By nI _ T ;�.. Application Disapproved for the following sons:---------------__------ —_____— =______—__—__�__________ 5 � ) date Permit No. -f ---- Issued---F -date --- -— ----------- --------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by---- --------------------------------------------------- Installer _ at -------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. --------______________Dated-------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL . SYSTEM WILL FUNCTION SATISFACTORY. DATE----- --- — - — -- Inspector------------------------------------—-------- - -- --Y-----®aee ------_-_ -- ---------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE ell Congtruction�ermit � -O _ No. -�A46 Fee- --------- Permission is hereby granted_—Au"" �� r to Construct ( ), Alter ( ), Re air I mdual Well at: NO. I k tv I—2,_ L_Ad 2 -----—---- Street as showrl on the e application for a Well Construction Permit No.- 1 A n I -- ---- Dated-� T _ - -- ---A, _ ------_______ -------_------------- ( Board off Health DATE-- tj ' CERTIFICATE OF ANALYSIS Liz- Page: 1 Barnstable County Health Labor.ator..y P [ Report Dated: 8/7/2006 Report Prepared For: Shaun F. Harrington -Order No.: G0637302 All Cape Well Drilling Ll!;Vis P O Box 126 Brewster, MA 02631 Laboratory ID#: 0637302-01 Description: Water-Driniting Water Sample#: Sampling Location 38 Salt Meadow Ln.W.Barnstable,MA Collected: 8/1/2006 Collected by: All Cape Map 156 Parcel 38 Received: 8/l/2006 Routine +Anunonia ITEM RESULT UNITS RL MCL Method# Tested LAB: IC Lab Ammonia BRL mg/L 0.20 EPA 350.3 8/2/2006 LAB: Inorganics Nitrate as Nitrogen L�1.6 mg/L 0 10 10, EPA 300..0 8/l/2006 LAB: .Metals Copper "` - . BRL mg/L 0,1.0 1,.3 SM311.1B 8/4/2006 Iron - 0.13 111g/L 0,:10 0.3 SM 3111 B 8/4/2006 SOd►Um 1-27 mg/L 1.0 20 SM.3111 B 8/4/2006 LAB: Microbiology Total Coliform Absent P/A 0 0 309 8/l/2006 LAB: Physical Chemistry Conductance 410 umohs/cm 2.0 EPA 120.1 8/l/2006 pH 6,8 pH-units 0 EPA 150.1 8/l/2006 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Tested LAB: GUMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 8/2/2006 1;1,1'-Trichloroethane $RL ug/L 0.5 200 EPA 524.2 8/2/2006 1;1,2,2-Tetrachloroethane BRL ;ug/L 0 5 EPA,524.2 $/2/2006 1,1,2=Trichloroethane BRL ug/L 915, 5.0 EPA 524.2 8/242Po6 1;1-Dichl6roethane BRL ug/L 0.5 EPA 524.2 8/2/2006 1,1-Dichlor0ethene BRL ug/L 0.5 7.0 EPA 524.2 8/2/2006 RL = Reporting Limit MCL=Maximuan Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I �`'pF 11AS, CERTIFICATE OF ANALYSIS Page: 2 r"7 7gS'. lO ml Barnstable County Health Laboratory �3s'�CFILSGt' -- Report Dated: 8/7/2006 Report Prepared For: S Order No.: G0637302 Shaun F. Harrington All Cape Well Drilling P O Box 126 Brewster, MA 02631 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 8/2/2006 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 8/2/2006 i 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 8/2/2006 1,2,4-T rich lorobenzene BRL ug/L 0.5 70 EPA 524.2 8/2/2006 1,2,4-T rim ethyl benzene BRL ug/L 0.5 EPA 524.2 8/2/2006 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 EPA 524.2 8/2/2006 1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 8/2/2006 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 8/2/2006 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 8/2/2006 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 8/2/2006 1,3,5-T rim ethyl benzene BRL ug/L 0.5 EPA 524.2 8/2/2006 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 8/2/2006 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 8/2/2006 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 8/2/2006 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 8/2/2006 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 8/2/2006 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 8/2/2006 Benzene BRL ug/L 0.5 5.0 EPA 524.2 8/2/2006 Bromobenzene BRL ug/L 0.5 EPA 524.2 8/2/2006 Bromochloromethane BRL ug/L 0.5 EPA 524.2 8/2/2006 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 8/2/2006 Bromoform BRL ug/L 0.5 EPA 524.2 8/2/2006 Bromomethane BRL ug/L 0.5 EPA 524.2 8/2/2006 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 8/2/2006 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 8/2/2006 Chloroethane BRL ug/L 0.5 EPA 524.2 8/2/2006 Chloroform BRL ug/L 0.5 so EPA 524.2 8/2/2006 Chloromethane BRL ug/L 0.5 EPA 524.2 8/2/2006 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 8/2/2006 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I U rn CERTIFICATE OF ANALYSIS Page: 3 Barnstable County Health Laboratory Report Dated: 8/7/2006 Report Prepared For: S Order No.: G0637302 Shaun F. Harrington All Cape Well Drilling P O Box 126 Brewster, MA 02631 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 8/2/2006 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 8/2/2006 Dibromomethane BRL ug/L 0.5 EPA 524.2 8/2/2006 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 8/2/2006 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 8/2/2006 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 8/2/2006 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 8/2/2006 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 8/2/2006 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 8/2/2006 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 8/2/2006 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 8/2/2006 Naphthalene BRL ug/L 0.5 EPA 524.2 8/2/2006 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 8/2/2006 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 8/2/2006 Styrene BRL ug/L 0.5 100 EPA 524.2 8/2/2006 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 8/2/2006 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 8/2/2006 Toluene BRL ug/L 0.5 1000 EPA 524.2 8/2/2006 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 8/2/2006 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 8/2/2006 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 8/2/2006 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 8/2/2006 Trichloroflnoromethane BRL ug/L 0.5 EPA 524.2 8/2/2006 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 8/2/2006 Sodium level is above the maximum contaminant level. Those on a low sodium diet may wish to consult a physician. Approved By: --__ ._-- (La hector) RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 . AI�NNS�Cf1ED�E8�RENON G-I FRONT ' ----------------------- ------------------- ! II I !; l i j• SITE BUILT PORCH B/0 j• i j 1 ! ' azo— wo •.•. Nrr am lgRer o ]•Vl 5T®NO2r xwea ewlre. MR To ewes! elwat I I vNw IV nvw Tea w DwNG OPEN TO ABOVE .r, LIMG l_____________________Q-0.-----------_____e.4 1 51TE BUILT GARAGE BID 5 J OQM IF.lO& r---;— n -- _ _ _ _ �� Li n I II ;1 x LEFT ------------- _= _ _ _-_ -_ -REAR -_- _ --- -- - -'— - - — . - —'—'— —' ,� ____ $ S KRCHEN o ' z - EON 4 1 o S9p® I rt®V l:0IDI1tlY I ___________ 4g �wa— - ' eOxGhiEfl Y•C 30 9eN ElpW1St_ _.__"_ . _F_Iw_OISa ______________. pe_ STE BULT PORCH B/0� I I 11� M•O 4rFNEM •.. Y�0'- - ,I____. I BATH-1 ---------------------------- ii YA4R B/O ii I MATH-2 aa n h I k a QPEN'Td ABOVE 3 I - ----_- -- - - HUNTINGTON " "P,i'11A li0 grel[�tK10e Bnr-tt 9" '- 1>RFe,NiEU19A0tR10(1� . -- -- HOMES INC. DRAWN BY DRAWING DATE L� _.-------_ ' ALL fL00RING B/0 344 FASSETT RD, EAST MONTPELIER, VERMONT 05651 CHECKED BY REVISIONS HVAC BIO r-0 ° ��" ----------------- OFFICE (802) 479-3625 FAX (802) 479-0575 RG 12n4/20 PREL ARY PLANS xa aT FL-I: 9'-0"►CEILING HT. PROJECT: U 10 318 NOT FOR CONSTRUCTION REAR C-10 1/2" WINDOW HT. SHEET SIZE: 11 x17 LEARY FIRST FLOOR PLAN SITE LOCATION:WEST BARNS7ABLE, SCALE n WIND SPEED tULT/ASD):190MPH/tOBMPH pRAWIN6 NO: EXP05URE CATEGORY:B PROJECT PROFESSIONAL OF RECORD I SNOW LOAD(GROUND/ASD):30PSF/25PSF 1/8" = 1'-0'a USE OF THESE PLANS WITHOUT WRITTEN PERMISSION FROM HIINTIN67ON HOMES INr.IS STRIf.Tt.Y PROHIRITFn S-\nATA(`An\nutrn jr)o)n\o)n�n r-An nnlr.s\l Fd PY AP!` FRONT ------------------------------------------------------------ ----------------- ------------------------------------------------------------------emtwR - �m but Poem" ----------------------------------- ------------- ---------------------- e4lm KDK"k Reim sober, me ro ----------------- ------------------------- ------------------ 7 -4 OPEN tO BELOW BEDROOM --------------------- ----------.......... .......------------------ --------------------- ------------------- -------------- LAWORY -------------- -------------—----------- --------------------------- -------------------- a MR ON -------------- REAR z I'll, LEFT = = H mu HALL-4 FAMILY t: BEDROOM-3z 2a w4ff— - --------- "9w c4kmm ----------- IN 11, ur ......... ................. BEDROOtI-2 BAT X AN 7 L 10PI j BIPS, WPM HUNTINGTON RKiBY IBA--------------------------------------------- ---1 HOMES, INC. DRAM BY BRAVING DATE ALL FLOORING CHECKED BY REVISIONS HVAC B 344 FASSETT RD, EAST MONTPELIER, VERMONT 05651 BERG 12/14/20 7/0 OFFICE (802) 479-3625 FAX (802) 479-0575 PMLIKINARY PLANS FL-2: 8'-0 1/2' CEILING HT. PROJECT: 1* 10318 NOT FOR CONSTRUMON REAR T-2 1/4' WINDOW HT. SHEET SIZE: llxl7. SITE LOCATION:WEST BARNSTABLE,IA SCALE WIND SPEED(ULT/A5D):14OMPH/108MPH DRAWING NO: PROJECT L—M—LO—F RECORD J1 ILEARY SECOND FLOOR PLAN EXPOSURE CATEGORY:B SNOW LOAD(GROUND/ASO):50PSF/25PSF 1/8" = V-O USE OF THESE PLANS WITHOUT WRITTEN PERMISSION FROM HUNTINGTON HOME i 5 INC 15 STRICTLY PROHIBITED 5:\DATACAD\OWG 2020\2020 CAD DLUG5\LEARY.AEC 1 PROVIDE 24'DIAM. )N'LOCUS RISER TO WITHIN 6' PROVIDE RISER PROVIDE 24'DIAM. PROVIDE 4'DIAM. TOP OF PROPOSED OF FINISHED GRADE. To WITHIN 9'OF PRECAST RISER TO WITHIN 6' PERF.INSPECTION �\ FOUNDATION OF FINISHED GRADE. DISTRIBUTION OF FINISHED GRADE, CUT �.SB.e - &rr.365 n.Gr.35.0 BOX 9'MIN.(36'MAX.) ART W/THREADED 5 \� P07bL� '^ COVER FIn.Gr.31S 1 \\ // sar.o we tw n nciec 3 r5� ls•aa r.T )�� a ne rrt CONC.RISER 1 WFAI 6., 3"YIN. FILTER FABRIC FILL existing \�\ \ PROP.1 INVERT :t 10" Oevopppppppemii "r 11 N. well \ �� D WFA2 EFV.SSS 4D�D 14' ::s: ��OW°iR99999------- 922 ..wvm Igo fill WFA3 ZABEL FILTER SEE NOTE a BOTTOM of CHAMBER ELEV.XX ::• ••:. } SANITARY MODEL A1B01 " 5' 4' 25S' 4' TIP 5' P LOCUS MAP s'•w3« TEE SANRARY n o S-500 GALLON IFACHDRC WFAS ry$ "6+diF!r TEE CHAMBERS(H-10) n.t.s. WFA4 u11wrtABIE SOIL iris,:sik:?i:F:i'•?:ei II F':i'e:':':is,. YS F' F REMOVAL UNIT 0 y BOTTOM OF UNSUITABLE SOIL REMOVAL SEE GENERAL•CONDITIONS'•. ELEV.10(SEE NOTE 1). NOT 33S' LONG AXIS Alb \•pry m 0 / / 28 PROPOSED 1500 GALLON 75' D-BOX 5' 12.8s(SHORT AXIS) p9 0� g2 0 3z 5 9b / PREC/ST SEPTIC TANK 5 - 34 / SEPTIC SYSTEM PROFILE PaOtC Z Lot NO. 5 NOT TO SCALE o / DESIGN CRITERIA \0 P N n/f Town of Barnstable TEST PIT®1 MUNSELL TEST PIT#2 1. TYPE OF BUILDING-RESIDENCE L DEPTH DEPTH NO.OF BEDROOMS-4 QO 32 0 GARBAGE GRINDER-NOT ALLOWED� --� 0 7 SIGN FLOW- , 9' SANDY LOAM r/R0075 7.5 YR /1 9• SANDY LOAM r/RKX1T5 DE 4-BDRM x 110 GPD/BDRM=440 GPD 0• / / \ 18• B SANDY LOAM 7.5 YR /a 1B• B 2. SEPTIC TANK VOLUME-1500 GAL(PROPOSED) Lot No G c 36 3. ABSORPTION AREA REQUIRED c V`\ �+/� VERY FIRM SILTY 10 YR 7/4 (1 VERY FIRM SILTY EFFLUENT LOADING RATE 0.74 GPD/SF u �Il l x 5y5 V L,503E S.F. CLAY LOAM CLAY LOAM 440 GPD/0.74 GPD/SF= 595 SF existing 4. NUMBER OF CHAMBERS REQUIRED-3 well 16r 168' 500 GALLON(PRECAST CONCRETE)WITH 4'OF DOUBLE J x5T6 WASHED STONE ALL AROUND 1 / 3 T t VERY STICKY 10 YR 7/4 (1' VERY STICKY 5. ABSORPTION AREA PROVISION CLAY LOAM•3' CLAY LOAM BOTTON AREA- 12.83'%33.5' =429.8 S.F. � Eo O yOjO,y�,p'/ ,,9 -Prop. Water Lin i SIDE AREA -(67'+25.66')X 2'= 185.3 S.F. I, II TOTAL AREA=651.1 S.F. 3y9 31r 30'pine DQ 241' 241' y�4 exist.shed y5• AS 251' g 251' e16 �C 24"00 �n L� ,51• C3 MEDIUM SAND 10 YR 8/2 ; MEDIUM SAND GENERAL CONDITIONS Prop. Evergreen Shrubs- �� 3 24 �N� �y R� w/151L GRAVELw/151L GRAVEL 'I (TW') 9 o \ 295' 295'BOTTOM OF EXPLORATION BOTTOM OF EXPLORATION 1. ALL ELEVATIONS REFER TO SYSTEM BENCHMARK,SEE PLAN FOR LOCATION. 3 o a® 2. CONSTRUCTION DETAILS£ G WATER WEEPING IN 251' WATER WEEPING IN 251' i PROPOSED SOIL I gyp\\ 3 \1® a A. ALL PIPES AND STRUCTURES MUST BE LAID ON A FIRM BASE. ABSORPTION SYSTEM �� ro SaL TEST DATA DATE Oa OB 2005 B. OUTLET PIPES FROM DISTRIBUTION BOX SHALL BE LEVEL FOR 2 FT. tc GOr 2 t p� 24 P PERFORMED BY: John P.Do III.P SOIL EVALUATOR C. FOR FINISHED GRADES,SEE PROPOSED CONTOURS ON PLAN. kGO .y WF• \ -36 VAINESSED BY: DONALD DESMARI BOARD OF HEALTH AGENT D. SIX INCHES OF STONE(MINIMUM)TO BE PLACED BENEATH THE SEPTIC TANK SOIL CLASS: i PERCOADON RATE: less than 5 MIN.ANCH m C3 AND DISTRIBUTION BOX. q) 1&6� JDA \�� 20"P prC LT.AR.. 0.74 G.P.D./50.FT. ry (R) q 3. ALL CONSTRUCTION SHALL CONFORM TO TITLE Y OF THE MASSACHUSETTS ,T0 0,0 ,3A� TEST PIT 3 MUNSELL TEST PIT 4 STATE ENVIRONMENTAL CODE AND THE TOWN OF BARNSTABLE BOARD OF HEALTH. 5'Unsu/t s ro --a 5 N s DEPTH ELEV. DEPTH 4. THE SYSTEM MUST BE INSPECTED BY THE BOARD OF HEALTH PRIOR TO Soil Rem Val 6 °? ,- / BACKFILLING. (R P o eptic W 0' SANDY LOAM w/RDOTS J<L8 7.5 YR 5/1 U' SANDY LOAM w/ROOTS 5. NO PERMANENT STRUCTURES MAY BE CONSTRUCTED NOR ANY PLANTS BE PLACED S9' an V g' 9' OVER THE SYSTEM OR RESERVE AREA. S40*43'50 E B SANDY LOAM 7.5 YR 7/4 B 17.00' ! ,D-Box �5 , ig• 18• 6. NO SURFACE OR SUBSURFACE DRAINS ARE ALLOWED WITHIN 25'OF THE PROPOSED \ PROPOSED RESIDENCE SYSTEM. See Architectural plans for details tr� VERY FIRM SILTY 10 YR 7/4 VERY FIRM 51Ltt 7. FOR PROPER PERFORMANCE THE SEPTIC TANK SHOULD BE INSPECTED AT LEAST ( 0 1 w CLAY LOAM CLAY LOAM ONCE A YEAR AND SHALL BE PUMPED EVERY TWO YEARS ^� a �°x \6ja F' 8. ALL KNOWN WATER SUPPLIES WITHIN 300'OF THE PROPOSED SOILS ABSORPTION 26 R=20.00' L=31.92' C ¢ee VVVPP o�6�, �6 1� Qjy 168 1gg SYSTEM ARE IDENTIFIED ON THE PLAN. ayl r at j/I 2 Prop. Evergreen Shrubs 9. ALL UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED ON FIELD EVIDENCE. /ry,�\ Z7T �3 y0 ri-P�� p9 (Typ) THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE ONLY AND OTHER UTILITIES / ,t`,� VERY STICKY 10 YR 7/4 VERY STICKY MAY EXIST WHICH ARE NOT EVIDENT. THE CONTRACTOR SHALL CONTACT'DIG-SAFE' y0pry0' 9c it S�,`�\ 6 y CLAY LOAM CLAY LOAM AT 1-888-344-7233 BEFORE EXCAVATION BEGINS.CHURCHILL ENGINEERING,INC. I O x3t, 5 ASSUMES NO RESPONSIBILITY FOR DAMAGES AS A RESULT OF UTILITIES OMITTED OR 9r� x32. Exisf. Spot Elevation INACCURATELY SHOWN. ^ j5.2 32x5 Prop. Spot Grode 246' 10.3 245" 10. TOPO(RAHPIC AND BACKGROUND MAPPING BY R.A.S.ASSOCIATES,STEPHEN W. / p5 5 \,S° \ y5 � � 256• g 256' g CARTWRIGHT.P.LS.,30 CAROLYN DRIVE,PLYMOUTH,MA O Q I: foa Exisf. Contour Line MEDIUM SAND 10 YR 8/2 MEDIUM SAND p h O t` to �I o S' 11. THE PROPERTY AND STRUCTURES DO NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE N t p<-• c3 rh w/15K G RAVEL •/15K GRAVEL ro p rj Q _t0® o � tir ® Prop Contour Line AS DETERMINED BY F.E.M.A.AND DELINEATED ON F.I.R.M. COMMUNITY MAP N0.250001 ry b B'Q t ou• 312' 316• DATED 07/16/14.(ZONE X). II II Ts r oil �, �� a w -Prop osed Water Service BOTTOM OF EXPLORATION BOTTOM OF EXPLORATION 12. WETLAND FLAGGING BY ECR-ENVIRONMENTAL CONSULTING,PLYMOUTH.MA,JULY 2019. °� QtoQ c �lye�c existing -9aS-Proposed Gas Service WATER WEEPING IN 25V WATER WEEPING IN 256' well 5(NL TEST DATA DALE: 01 25 2021 WFA1 Wetland Flog PERFORMED BY: RICHARD M.CHURCHILL,PE SOIL EVALUATOR L -Limit of Work SSOIWITNESSED BY.1 PERCOLATION RATE: las I DAVID STANTON,BOARDs than 5 MIN.HEALTH ANCH In C sA ryry 2� NT et Proposed Sewage Disposal System \:r�• � Tree to be removed � LT.AR.: G74 GP.D. 50.FT. for � eta R=15.00' �� NOTES: R) Toby in Lear Lot No: D /� L=23.59' j 6 \ 1. Remove and replace all unsuitable material 5' laterally beyond proposed Y qT• Y�i� leaching facility and below to a minimum approximate Elevation 10.0 S4923'39"W or until the C3 layer of medium sand is encountered. Backfill with West Barnstable, Massachusetts 11 47• r /� material conforming to 310 CMR 15.255(3). /,l J REVISION: DATE: DESCRIPTION: Y /�`7/ 0 2. Inspections by the Engineer Churchill Engineering, Inc. / /9r8` SITE PLAN a. Excavation Inspection, nor to placement of material conformingto A.A u 1 2/18/21 MISC. EDITS b br rr=40' 310 CMR 15.255(3). ► W ♦ Consulting et EEngxt..Suite e1 -Pln Managers-Contractors O Q O 18 Moin Street Tel: Suite 47-PI oath,MA 02380 b. PreBed. prior to installation of chambers and laterals. : � SURVEY: RAS DESIGNED BY: RMC CHECKED BY: RMC 1'"' G y 4 B` ♦ Tel: (508)747-6989 y b A STEPHEN ♦ RICHARD CALC. BY: RMC DRAWN BY: SWC C. Final Inspection prior to backfilling of system. aCARTWRIp(T C 'S gMtWLL ZONING DISTRICT - RESIDENTIAL "Fa se va c cad and the saaen share continuouslya ee tees 01 3. Septic system is not designed to be traveled on with heavy equipment • No.37041 C =. �w 41T696 ` MAP/BLOCK/LOT: 156/038/000 R S ASSOCla teS existing \. q or vehicles. Y • E PROPERTY ADDRESS: well +\/ / . � Civil Engineers -Tmd Surveyors -Taad use Consultente j rg6B 4. All areas disturbed during construction (exclusive of building/driveway areas A ♦ 4 ►►► +�' 40 SALT MEADOW LANE m BENCHMARK. ) ` •• 30 Caroi Drive Plymouth.MA 02360 shall be stabilized with loam and seed unless otherwise noted, v AGE: WEST BARNSTABLE email: ros.assodatesiogman.com Tel: (508)224-9035 3 Concrete Bound 5. See Variance Request doted February 5, 2021 - Reference Chapter 360, 20' 10' 0 20' 40' 60' 80, ,zy Elev. = 29.06 (Assumed Datum) q y p Stephen, W. Cortwrl ht,P.L.S Rl ro M. Churchill, P.E.Section 18.A. 'Marginal Lots' under separate cover. P g DATE: 02/11/21 JOB N0. 20-240 SHEET N0. 1 of 1 1 - PROVIDE 24 ' DIAM. LOCUS RISIER TO WITHIN 6' PROVIDE 24 " DIAM. \ TOP OF PROPOSED TO WITHIN RISER Of PROVIDE 4 ' DIAM. \ \ Of FINISHED GRADE. DISTRIBUTION [OF EFINiSHED�GRADE. CUT FOUNDATION OF FINISHED GRADE. PERT INSPECTION \ \\ pond ELM 38.0 Fin.Gr. 36.5 Fin.Gr. 35.0 9" MIN. (36' MAX.) CAP <FILL ",i• BOX COVER Fin.Gr. 31,5 PORT W/ THREADED 1/41PVC PIPE 4'SOL 3"MIN. � �1Pvc PH CONC, RISER WFAl s" \ 3' FILTER FABRIC •:-fir' "` _ - existing \� ` �/ PROP. 4 INVERT •' t0" 2„ o 0 0 0 0 0 o o o o o v o o o o o 3/4" 1 i `_ WFA2 14" ° °°°° 1 oJo �• oocoo 0000 000��000 oy well � ELEV. 33.5 �'<' 4' LIQUID ,. =o r' N. 00000a00000v00000 ;wws ow nt MI DEPTH °o:StG�° ° evoavoov000v000e r / WFA3 SEE°NOTE 2D MO EL FILTER BOTTOM OF CHAMBER ELEV. XX SANITARY' MODEL A1801 ° 5' (TYP) 4' (TYP) 25.5' 4' (TYP) 5' TYP) SANITARY LOCUS MAP v;� x`r" z TEE 3 - 500 GALLON LEACHING n.t.s. WFA5 WFA4 �2 "':"'' TEE o ^ CHAMBERS (H-10) "' * ` UNSUITABLE SOIL C4 ,>v ...,, .• N OD t� M ,°.°°°°°s°sews°oases}°s•°•s°ss°s•s°s°s.s.e.n a.�°a°e,e,o°a°°,ape°s. M lV N N REMOVAL LIMIT �+, °8eeveeve8ae.e°,°e°8°<:'e;og6=oQe=e;:;°eeQoaeo°:%e°es.e6e�gea>ve.e°8° � � �� � lip z i,�, z„`S BOTTOM OF UNSUITABLE SOIL REMOVAL SEE GENERAL CONDITIONS ELEV. 10 (SEE NOTE 1). 31 NOTE 2D - \ �'�� J 33.5' (LONG AXIS 28' PROPOSED 1500 GALLON 75' D-BOX 5. 12.83' (SHORT AXIS) 32 5 9� PRECAST SEPTIC TANK a 5 34 SEPTIC SYSTEM PROFILE NOT TO SCALE ,o / Lot No. 5 _ DESIGN CRITERIA m N n1f Town ofd1 l';table TEST PIT 1 MUNSELL TEST PIT # 2 1. TYPE OF BUILDING - RESIDENCE {�0 v -�� J DEPTH DEPTH N0. OF BEDROOMS - 4 32-� - -: 0 0" 0" GARBAGE GRINDER - NOT ALLOWED AD SANDY LOAM w/ROOTS 7.5 YR 5/1 AO SANDY LOAM w/ROOTS DESIGN FLOW- / S" 9" 4-BDRM x 110 GPD/BDRM = 440 GPD /c 18" B SANDY LRAM 7.5 YR 7j4 18' B 2. SEPTIC TANK VOLUME - 1500 GAL (PROPOSED) z �\�0 L o///t No, C 3. ABSORPTION AREA REQUIRED a �v'� C VERY FIRM SILTY 10 YR 7/4 VERY FIRM SILTY EFFLUENT LOADING RATE 0.74 GPD/SF � II cL 525 6L j 503f S. F. CLAY LOAM CLAY LOAM 440 GPD/0.74 GPD/SF = 595 SF existing 4. NUMBER OF CHAMBERS REQUIRED 3 well / 168" 168" 500 GALLON (PRECAST CONCRETE) WITH 4' OF DOUBLE Zi_ ,, � x 31.6 WASHED STONE ALL AROUND 3 /� � 5. ABSORPTION AREA PROVISION VERY STICKY 10 YR 7/4 C2 VERY STICKY CLAY LOAM CLAY LOAM BOTTON AREA - 12.83 X 33.5' = 429.8 S.F. 0 5h yrl,N'� 52 Prop. Water Line SIDE AREA - (67'+25.66') X 2 = 185.3 S.F. 30"pine Op 241" 241" TOTAL AREA = 651.1 S.F. C exist. shed fjJ �5 251" !9-- 251' 9- 24"oak �� 1,i 1{01 � MEDIUM SAND 10 YR 8/2 �3 MEDIUM SAND GENERAL CONDITIONS Prop. Evergreen Shrubs- A° 24' Nam+ �y �� w/157 GRAVEL w/159�GRAVEL (TYP.) A 9' co C 295" 295" 1. ALL ELEVATIONS REFER TO SYSTEM BENCHMARK, SEE PLAN FOR LOCATION. 3 o BOTTOM OF EXPLORATION BOTTOM OF EXPLORATION ® WATER WEEPING IN 251" WATER WEEPING IN 251' 2. CONSTRUCTION DETAILS: PROPOSED SOIL �\ 3 'r' u' A. ALL PIPES AND STRUCTURES MUST BE LAID ON A FIRM BASE, ABSORPTION SYSTEM rOP•\ ® 24'P - SOIL TEST DATA DATE: 04 08 2005 B. OUTLET PIPES FROM DISTRIBUTION BOX SHALL BE LEVEL FOR 2 FT. Ca r. 2 t PERFORMED BY: John-P. Doe III. PL5 SOIL EVALUATOR C. FOR FINISHED GRADES, SEE PROPOSED CONTOURS ON PLAN: - 1 y F. \ 36 WITNESSED BY: DONALD DESMARIS, BOARD OF HEALTH AGENT D. SIX INCHES OF STONE (MINIMUM) TO BE PLACED BENEATH THE SEPTIC TANK SOIL CLASS : 1 PERCOLATION RATE. less than 5 MIN. NCH in C3 AND DISTRIBUTION BOX. 2g6" x o a cb1 OrC L.T.A.R.: 0.74 G.P.D. SQ. . ryW 3 \ 20'P FT 3. ALL CONSTRUCTION SHALL CONFORM TO TITLE 7 OF THE MASSACHUSETTS {R) 36' a 00 X5A3 TEST PIT # 3 MUNSELL TEST PIT # 4 STATE ENVIRONMENTAL CODE AND THE TOWN OF BARNSTABLE BOARD OF HEALTH. 9. 4. THE SYSTEM MUST BE INSPECTED BY THE BOARD OF HEALTH PRIOR TO 5' Unsuitoble N o 555 �� � N DEPTH ELEV. DEPTH So# Removal 6 o x 20 P o 0" 30.8 0" BACKFILLING. Limit (T)p)- 5 ` (R Tank c w SANDY LOAM w/ROOTS 7.5 YR 5/1 SANDY LOAM w/ROOTS 5. NO PERMANENT STRUCTURES MAY BE CONSTRUCTED NOR ANY PLANTS BE PLACED 2$ 9" 9" OVER THE SYSTEM OR RESERVE AREA. S40'�3'S0"E B SANDY LOAM 7.5 YR 7/4 B �1�00 \D-Box 18" 18" 6. NO SURFACE OR SUBSURFACE DRAINS ARE ALLOWED WITHIN 25' OF THE PROPOSED 5 o PROPOSED RESIDENCE SYSTEM. / 6\ h 5�5 ° See Architectural plans for details VERY FIRM SILTY 10 YR 7/4 VERY FIRM SILTY 7. FOR PROPER PERFORMANCE THE SEPTIC TANK SHOULD BE INSPECTED AT LEAST I o CLAY LOAM CLAY LOAM ONCE A YEAR AND SHALL BE PUMPED EVERY TWO YEARS. 26 R=20.00' �/ ��\� o o " 8. ALL KNOWN WATER SUPPLIES WITHIN 300' OF THE PROPOSED SOILS ABSORPTION L=31.92' C q^se,,`t#4 ,r �6 1b '�� �j d 168* 168" SYSTEM ARE @ENIIFIED ON THE PLAN. � XQ bI b/p'#2 0� O .y� �rp� �1 r� Prop. Evergreen Shrubs 9. ALL UNDERGROUND U11UTY LOCATIONS SHOWN ARE BASED ON FIELD EVIDENCE. \ �ti1�� 7,#3�50 o�� Dc� �(`_ (Typ•) THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE ONLY AND OTHER UTILITIES 1 LEGEND VERY STICKY 10 YR 7/4 VERY STICKY MAY EXIST WHICH ARE NOT EVIDENT. THE CONTRACTOR SHALL CONTACT "DIG-SAFE" 0 c°� oo\ 2 CLAY LOAM 2 CLAY LOAM AT 1-888-344-7233 BEFORE EXCAVATION BEGINS. CHURCHILL ENGINEERING, INC. 11 ^� x3o6 s0A x x3Z 5 Exist. Spot Elevation INACCURATELY SHOVVN.ASSUMES NO IBILITY FOR DAMAGES AS A RESULT OF UTILITIES OMITTED OR o• / a 55? 246" 10.3 245" 10. TOPOGRAHPIC AND BACKGROUND MAPPING Y R.A.S. ASSOCIATES STEPHEN W. 32x5 Prop. Spot Grade B O� 0 351° \ 5 256" s- 256" CARTWRIGHT, P.L.S., 30 CAROLYN DRIVE, PLYMOUTH, MA. "po 15 Off` og 52 f, �6S "`3? Exist. Contour Line r MEDIUM SAND 10 YR 8/2 C MEDIUM SAND ao C t '3 3 11. THE PROPERTY AND STRUCTURES DO NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE 5 rrj w/t5%GRAVEL w/157�GRAVEL �o M Q tx o �e� Prop Contour Line AS DETERMINED BY F.E.M.A. AND DELINEATED ON F.LR.M. COMMUNITY MAP N0. 250001 (o �B•'O I e°. DATED 07 16 14. ZONE X . II 11 19 '� °.o F. �� Q x 6� W Proposed Water Service 312" 316" / / ( ) �i; L, �6 a BOTTOM OF EXPLORATION BOTTOM OF EXPLORATION 12. WETLAND FLAGGING BY ECR - ENVIRONMENTAL CONSULTING, PLYMOUTH, MA, JULY 2019. ;o1 existing - 90S - Proposed Gas Service WATER WEEPING IN 256" WATER WEEPING IN 256" �' well SOIL TEST DATA DATE: 01 25 2021 <oQ'o 3j °o O0y ��, WFAI Wet/and Flag PERFORMED BY: RICHARD M. CHURCHILL PE SOIL EVALUATOR sz C \\ Q h`O �• / L Limit of Work WITNESSED BY. DAVID STANTON BOARD OF HEALTH AGENT oQ `�� ��� �� �o O Q< 20'P SOIL CLASS : 1 PERCOLATION RATE: less than 5 MIN. NCH in C Proposed Sewage Disposal System O (� NOTES: (R) Tree to be removed LT.A.R.: 0.74 G.RD. SQ. FT. for R=15.00' 29� � Toby Leary Lot No. D O'er . L=23.59' ti 5 \ 1. Remove and replace all unsuitable material 5' laterally beyond proposed 9 .2 . leaching facility and below to a minimum approximate Elevation 10.0 to S4923'39"W �} or until the C3 layer of medium sand is encountered. Backfill with West Barnstable, Massachusetts 11 47' / A material conforming to 310 CMR 15.255(3). SITE PLAN REVISION: DATE: DESCRIPTION: / 2. Inspections by the Engineer 1 2/18/21 MISC. EDITS Churchill Engineering, Inc. R=10.00 ° a. Excavation Inspection, prior to placement of material conforming to ►►►►AAAA4 ►►►►���A4 ' �e �/ 1 "=40' 310 CMR 15.255 3 ►►pyZN �F MASS��� ♦►►FyZH OF NSS{� Consulting Engineers-Construction Managers-Contractors L=15.71 � � a 5 ( )• y�F, AC � ♦ y�� �°Q o Job tiG ♦�`' tis w SURVEY: RAS DESIGNED BY: RMC CHECKED BY: RMC 18 Main Street Ext., Suite 201 - Plymouth, MA 02360 Get 5 /�oI 28 b. PreBed, prior to installation of chambers and laterals. �� s f � Ff�► e\eti good�� �- STEPHEN RICHARD o CALC. BY: RMC DRAWN BY: SWC Tel: (508) 747-6969 a 5 c. Final Inspection, prior to back6lling of system. W. ► M. ► �ro�< e/ A ► ► „ „ e e o� e • CARTWRIGHT ► CHURCH ► ZONING DISTRICT - RESIDENTIAL F Serving Cape Cod and the South Shore continuously since 1983" ors o ti/ 3. Septic system is not designed to be traveled on with heavy equipment �A No.37041 �� No. 40696 ; MAP/BLOCK/LOT: 156/038/000 R �' Associa tee existing �. 2 or vehicles. ��F �FG/STEREO ��i�� �rlOp RFC/STEREO �F' , PROPERTY ADDRESS: well y �s of �, j 2�a 4. All areas disturbed during construction (exclusive of building/driveway areas) ►►►j�qt LAN S�� I ►�►►�������� 40 SALT MEADOW LANE Civic Engineers ri Land Surveyors - Land Use Consultants BENCHMARK: VILLAGE: WEST BARNSTABLE 3o Carolyn Drive Plymouth, MA o23so shall be stabilized with loam and seed unless otherwise noted, email: ras.associatest®gmail.com Tel: (508) 224-9035 ti Concrete Bound X263 = 29.06 (Assumed Datum 5. See Variance Request dated February 5, 2021 - Reference Chapter 360, 20' 10' 0 20' 40' 60' 80' Elev. l > Section 18.A. "Marginal Lots" under separate cover. Stephen W. Cartwright, P.L,S Ri and M. Churchill, P„E. DATE: 02/11/21 JOB NO. 20-240 SHEET NO. 1 of 1 PROVIDE 24 " DIAM, LOCUS \ RISER TO WITHIN 6 PROVIDE RISER PROVIDE 24 " DIAM. OF FINISHED GRADE. " PRECAST RISER TO WITHIN 6" PROVIDE 4 " DIAM. TOP OF PROPOSED TO WITHIN 9 OF PERF, INSPECTION FOUNDATION DISTRIBUTION OF FINISHED GRADE. \ Of FINISHED GRADE. BOX " RT W/ THREADED <FILL \ CUT ELEV. 38.0 Fin.Gr. 36.5 9" MIN. 36 MApond Fin.Gr. 35.0 ( MAX.) CAP ace � �, • Ljj fin.Gr. 31.5 " o �o PVC s a M ere M ONC. RISER WFA1 s: s„ ' 3„MIN. tsaoas sa") � k, 3" FILTER FABRIC ` r + - exist9 \ PROP. 4 INVERT -1�° ing � Z ocoo peso ooc oocoo 4'oy well _ // ELEV. 33.5 4' LKNAD 14" s 0 0 0 0 0 o o e o 0 0 0 0 0 0 o w 9" MIN. WFA2 t' DEPTN ;°:sfglE ______=a==o=o=_ _ 'wD Into fill SEE°NOTE 2D "°°' '° WFA3 Lc ZABEL FILTER \--BOTTOM OF CHAMBER ELEV. XX SANITARY MODEL A1801 5' (TYP) 4' (TYP) 25.5' 4' (TYP) 5' (TYP) LOCUS MAP ,,..,4/ `b f=? TEE n.f.s. WFA5 WFA4 ;�,t Ys"; SANITARY 3 - 500 GALLON LEACHING /2 "s'• .•:, TEE n o �n * N o o; � CHAMBERS (H-10) M M N N UNSUITABLE SOIL � HIR REMOVAL LIMIT BOTTOM Of UNSUITABLE SOIL REMOVAL c SEE GENERAL CONDITIONS ELEV. 10 (SEE NOTE 1). NOTE 2D _ - a�i ''�� 33.5' LONG AXIS) m \°� ��� 2 / 28' PROPOSED 1500 GALLON 75' D-BOX 5' 1283' (SHORT AXIS) 32 C,k �� PRECAST SEPTIC TANK fi5 - 34 SEPTIC SYSTEM PROFILE Pap Z , Lot t NO. 5 NOT TO SCALE Q x33.3 o / DESIGN CRITERIA n1f Town of Barnstable TEST PIT # 1 MUNSELL TEST PIT # 2 1. TYPE OF BUILDING - RESIDENCE DEPTH DEPTH NO. OF BEDROOMS - 4 Qd 32 0" 0" GARBAGE GRINDER - NOT ALLOWED -� / AD SANDY LOAM w/ROOTS 7.5 YR 5/1 " AD SANDY LOAM w/ROOTS DESIGN FLOW- / �� 9" 9 4-BDRM x 110 GPD/BDRM = 440 GPD \, 18" B SANDY LOAM 7.5 YR 7/4 is" B 2. SEPTIC TANK VOLUME - 1500 GAL (PROPOSED) c Z100 Lot No"� G 36 3. ABSORPTION AREA REQUIRED _ �` C VERY FIRM SILTY 10 YR 7/4 VERY FIRM SILTY EFFLUENT LOADING RATE 0.74 GPD/SF (��� 32•� 62, 503E S. / . 1 CLAY LOAM CLAY LOAM 440 GPD/0.74 GPD/SF = 595 SF existing 4. NUMBER OF CHAMBERS REQUIRED - 3 welt 168" 168" 500 GALLON (PRECAST CONCRETE) WITH 4' OF DOUBLE X3�6 WASHED STONE ALL AROUND VERY STICKY 10 YR 7/4 5. ABSORPTION AREA PROVISION � C VERY STICKY •� 6N x�T' CLAY LOAM 2 CLAY LOAM BOTTON AREA - 12.83' X 33.5' = 429.8 S.F. �S9 Prop. Water Line/ SIDE AREA - (67'+25.66') X 2' = 185.3 S.F. } �2g 3 t. 30"pine 0� 241" 241" TOTAL AREA = 651.1 S.F. � exist. shed GjJ• �Fj 251" *� 251" 4-_24"ook s( a �,� 1yti' C3 MEDIUM SAND 10 YR 8/2 C3 MEDIUM SAND GENERAL CONDITIONS Prop. Evergreen Shrubs- A0 2 y w/15%GRAVEL w/15% GRAVEL (TYp•) �9;0 4 ��� 295" 295" 1. ALL ELEVATIONS REFER TO SYSTEM BENCHMARK, SEE PLAN FOR LOCATION. 3 0 BOTTOM OF EXPLORATION BOTTOM OF EXPLORATION 2, CONSTRUCTION DETAILS: WATER WEEPING IN 251" WATER WEEPING IN 251" PROPOSED SOIL �� 3 A. ALL PIPES AND STRUCTURES MUST BE LAID ON A FIRM BASE, ABSORPTION SYSTEM I ro 24'P SOIL TEST DATA DATE: 04 08 2005 B. OUTLET PIPES FROM DISTRIBUTION BOX SHALL BE LEVEL FOR 2 FT. �(� CiQr. 2 t PERFORMED BY: John P. Doe III. PLS SOIL EVALUATOR C. FOR FINISHED GRADES, SEE PROPOSED CONTOURS ON PLAN. ��� 6 Y W.F. \ 36 WITNESSED BY: DONALD DESMARIS, BOARD OF HEALTH AGEN7 D. SIX INCHES OF STONE (MINIMUM) TO BE PLACED BENEATH THE SEPTIC TANK / SOIL CLASS 1 PERCOLATION RATE: less than 5 MIN. INCH in C3 AND DISTRIBUTION BOX. 2g6x x 0 a �1 prC L.T.A.R.: 0.74 G.P.D. SQ. FT. 3 (R)P 36' A 3. ALL CONSTRUCTION SHALL CONFORM TO TITLE Y OF THE MASSACHUSETTS �p~°.o x343 TEST PIT # 3 MUNSELL TEST PIT # 4 STATE ENVIRONMENTAL CODE AND THE TOWN OF BARNSTABLE BOARD OF HEALTH. N 9 4. THE SYSTEM MUST BE INSPECTED BY THE BOARD OF HEALTH PRIOR TO 5 Unsuitable 5 DEPTH ELEV. DEPTH SoJI Removal 16 q X 20 P o 0" 30.8 0" BACKFILUNG. Limit (Typ)- 3 (R Septic SANDY LOAM w OOTS 7.5 YR 5 1 SANDY LOAM w OOTS o.6 Tank 9. /R / 9. /R 5. NO PERMANENT STRUCTURES MAY BE CONSTRUCTED NOR ANY PLANTS BE PLACED S40'43'50'E B SANDY LOAM 7.5 YR 7/4 B OVER THE SYSTEM OR RESERVE AREA. 18" 18" 6. NO SURFACE OR SUBSURFACE DRAINS ARE ALLOWED WITHIN 25 OF THE PROPOSED 17.00 �D-Box 5 0 "� PROPOSED RESIDENCE SYSTEM. t 0 333x `' See Architectural plans for details C VERY FIRM SILTY 10 YR 7/4 C VERY FIRM SILTY 7, FOR PROPER PERFORMANCE THE SEPTIC TANK SHOULD BE INSPECTED AT LEAST Ohl 4 3? 1 CLAY LOAM 1 CLAY LOAM ONCE A YEAR AND SHALL BE PUMPED EVERY TWO YEARS. R=20.00' o ��x 1 8. ALL KNOWN WATER SUPPLIES WITHIN 300' OF THE PROPOSED SOILS ABSORPTION 26 v �e �\ ° SYSTEM ARE IDENTIFIED ON THE PLAN. L=31.92 C qss `�'#4 7 �6 6 ��� Q�� 168" 168" TP,g'2 °� 0' �j� q6� ^� Prop. Evergreen Shrubs 9. ALL UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED ON FIELD EVIDENCE. <:)� 50• o�� k9 ri (Typ.) LEGEND THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE ONLY AND OTHER UTILITIES 0Q. �� V" VERY STICKY 10 YR 7/4 02 VERY snacY MAY EXIST WHICH ARE NOT EVIDENT. THE CONTRACTOR SHALL CONTACT DIG-SAFE" CLAY LOAM CLAY LOAM AT 1-888-344-7233 BEFORE EXCAVATION BEGINS. CHURCHILL ENGINEERING, INC. 5h SAOA Q �� Sx�1 x 32 5 RESPONSIBILITY FOR DAMAGES AS A RESULT OF UTILITIES OMITTED OR x306 Exist. Spot Elevation INACCURATELY SHOWN. X2 5 Prop. Sp Grade 246" 10.3 245" 32x 10. TOPOGRAHPIC AND BACKGROUND MAPPING BY R.A.S. ASSOCIATES, STEPHEN W. \x310 \ 5 256" � 256" s- CARTWRIGHT, P.L.S., 30 CAROLYN DRIVE, PLYMOUTH, MA. -'3 2 Exist. Contour Line C MEDIUM SAND 101 YR 8/2 MEDIUM SAND 3 `3 11. THE PROPERTY AND STRUCTURES DO NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE w/15% GRAVEL w/15%GRAVEL + a /y -�}-Prop Contour Line AS DETERMINED BY F.E.M.A. AND DELINEATED ON F.I.R.M. COMMUNITY MAP NO. 250001 o �O g Q �.10 ��o 6. ell �y 31V 316" DATED 07/16/14. (ZONE X). J 1 fir. oA 4. O�6 e Proposed Wafer Service BOTTOM OF EXPLORATION BOTTOM OF EXPLORATION 12. WETLAND FLAGGING BY ECR - ENVIRONMENTAL CONSULTING PLYMOUTH, MA JULY 2019. °%0� existing - 90S - Proposed Gas Service WATER WEEPING IN 256" WATER WEEPING IN 256" ' p q / Q het " well SOIL TEST DATA DATE: 01 25 2021 Q�oq`� ��oA G06 �� WFA1 Wetland Flog PERFORMED BY. RICHARD M. CHURCHILL, PE SOIL EVALUATOR �y,\�R �)� �� `'�..�L / �oQ L Limit of Work WITNESSED BY: DAVID STANTON, BOARD OF HEALTH AGENT �, ri, Q SOIL CLASS : 1 PERCOLATION RATE: less than 5 MIN. tNCH in C Proposed Sewage Disposal System 5r " Ot� / NOTES: (R)P Tree to be removed LT.A.R.: 0.74 G.P.D. SQ. FT for �s <� R=15.00 293 / Toby Leary Lot Na. �`� . L=23.59' / g 5 1. Remove and replace all unsuitable material 5' laterally beyond proposed leaching facility and below to a minimum approximate Elevation 10.0 to S4923'39"Iff or until the C3 layer of medium sand is encountered. Backfill with West Barnstable, Massachusetts 11 47' / °� material conforming to 310 CMR 15.255(3). S T E PLAN 2. Inspections by the Engineer REVISION: DATE: DESCRIPTION: R=10.00' ` ° a. Excavation Inspection, prior to placement of material conforming to ►wAu44 ,Ax&w44 1 2/18/21 MISC. EDITS Churchill Engineering, Inc. ' �e 1 "=40' 310 CMR 15.255(3). ►►��tH OF MAss�� .'�w�" OF MAss9�� Consulting Engineers-Construction Managers-Contractors L=15.71 / \o Qo pe ►�� AcyGs �o�� c� SURVEY: RAS DESIGNED BY: RMC CHECKED BY. RMC 18 Main Street Ext., Suite 201 - Plymouth, MA 02360 b. PreBed. prior to installation of chambers and laterals. �o� �,�: o� F� Tel: 508 747-6969 e�621 oa STEPHEN �, RICHARD N CALC. BY: RMC DRAWN BY: SWC ( ) c. Final Inspection, prior to backfilling of system. W. ► ) M. ► ► CHURCHILL : ZONING DISTRICT - RESIDENTIAL "I•" "Serving Cape Cod and the South Shore continuous/ since 1983" itreo/Atone/ A e+ � CARTWRIGHT � � i � 9 P �/ �/ 3. Septic system is not designed to be traveled on with heavy equipment �A No.37041 �� No. 40696 MAP/BLOCK/LOT: 156/038/000 R existing °, 0 / �� 0 '� o RFC/31ERE0 4 Associates well e+�y� �� or vehicles. �i�.ss/SAC/STERE � i�OFFSSiONAt � �` PROPERTY ADDRESS: I-ACivil Engineers - Land Surveyors - Land Use Consultants �26• 4. All areas disturbed during construction (exclusive of building/driveway are ►►►►vL N �� j ► . 40 SALT MEADOW LANE 30 Carolyn Drive Plymouth, MA 02360 ►►���� BENCHMARK. shall be stabilized with loam and seed unless otherwise noted, i VILLAGE: WEST BARNSTABLE email: ras.associateslagmoil.com Tel: (508) 224-9035 Concrete Bound 5. See Variance Request dated Februar 5, 2021 - Reference Chapter 360, 1 J x26' Elev. = 29.06 (Assumed Datum) q y p Stephen W. Cartwright, P.L.S Ric and M. Churchill, P.E. 20' 10' 0 20' 40' 60' 80' Section 18.A. 'Marginal Lots" under separate cover. DATE: 02/11/21 JOB NO. 20-240 SHEET NO. 1 of 1 HiG� TOp Foc/NDAT/O/✓ G.39 • SG-'t�1/AGE SYSTEM PROF%G E' , �► 4 o CL✓S Ris" of6 v6es 74-0 wiTH/y R/SER 9 u MiN. COVER FIN. GR• COVER �6"MAX• _..........--.a' PVC Y- CovPlZ COVER To CONC. 9''MlN. WITyIN W/?HIAI a RISER/ 9 M/IX. 2" COVER OF %t/'a- �Za 9i V��� 4�� L I t//d GEVEL �" SGf� 4�t� Pl/C F G O OF F/N. G1�'• /Nd.. 32� 6o CovEly � wAs9E� sTa,lvE �. �► y 3 s. 70 33.9a /�'! /.vV. /niv / 3-3'G 5 //Vv ssl.�tr:v'�Yz•> -� 3Z�3 '" RQv Qc p T;s- 3Z.Zr� 3/s�"—I%Z' �3� so© G�. co�.rc. z AM.sEr.�s � 9 Pa • , �A f`2 8E1a OF /ST. BOX W/ 1/ WRSHEA WASHED .� Q n Q o � c:r t= cr Q � c� 2' EFF .D EpT'X VN M/N. sv/�1P� L s�oN cn Q cz o cr c3 c= = c, ; s7o/✓E 0 9 USE AM /�/O /'/2ECAST CONC. 5 PT/C TANS 33 G /pG7N� W/TH /mLETIDUTceT TEES PC-9 -3/D C"R/S-227 SOJt.S A BS0)'V 'T/o%/ ARC�9 I � ' ,W�EI�/N!a Gi20U�t/•AWi4TEi� cy4�, ..h '�c;y s /t/O-;"C- = COIV7T,CACT0,R' S`/-J/!L 4 R 114C- ,.9 �.`� U�c/,SU/T.•913L E l�P�/2 Y/4t/S s 0 � TEN / Tim/ �/ E S N Mf37�/2 .A /itJ 7?/ .4 S. AlpEi9 A' T 3a •�, O C�JS �P .DoA11V 7O T//E 5�9N.L} 4Ay�R .�I ? ,APPLE'D.X. �G . /2. 9 AN.C1 ff'c��4i4 C E ♦' 3 -may SC.9LIC It/'' = 2 0o40' i C�E.9 � �t/c% sA co2,o �/T� 3/a C ems. 2s�' 3 ak �. _ W H N A R Aa MI A�' A-1,q T .E'A � k _ /Do EL -/ T , ! a �o d Ao sA^i�s y 7.SYR s/ f/N/ s.9waY A y �� - - - -•--- 3u LOAM w/.eoors Lo.�Mw�Roars ° stl GRADE 9 , SAN�y 7 9' S'ANOY ° /N. - G"MAX ! ' ,`- 3 Goh►M 7,5YR /� LOAN/ 3� MA>c. 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