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HomeMy WebLinkAbout0020 FLOWING POND CIRCLE - Health 20 Flowing Pond Circle Dsterville A= 146-067 y1 Town of Barnstable ofn+Ero,, Regulatory Services Thomas F.Geiler,Director BARNSTABM Public Health Division ' 9�pr16 5 +9. ye`0� Thomas McKean,Director 200 Main Street; Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 3 "1 I-I(o Sewage Permit# 2-06=3 Assessor's Map/Parcel y(c 6 7 Installer&Designer Certification Form , Designer: SC En�tc�ze�tn i,� Installer: lC_ 5Mgo-> Address: 2851I Cca Ooc c Ni&hwn Address: Easy WorOnCin N!1 On LR-I L F; JS was issued a permit.to install a —(Bate (installer) septic system at 20 j=(6Wi,(1 Po,',A CICCI e— based on a design drawn by address) SC Eons oee6gq , rnc" dated Suly k6, 2.ol 5 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. e(,,5 �0(-O ; installed in kieu a( q ze&el fi1}e(- I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State,.&Local Regulations. Plan revision or certified as-built by.designer to follow. Stripout(if required)was inspected and the soils were found satisfactory. TH ock, o JOHNci CHUgCNf�� T (Ins a 's Si_.nature) J`? 4'L 7 esigner'4tignatlure (A c p Here) PLEASE RETURN TO BARNSTABLE PUBLIC EALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. qAonicefonnsWesignercenification ronn.doc i TOWN OF BARNSTABLE 1 LOCATION 26 �� � � d, SEWAGE# 2Q'5- 301-I VILLAGE �r�I�� _ ASSESSOR'S MAP&PARCEL / INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /Sb0 LEACHING FACILITY:(type) (2114,jotrS C.S 761(Z�size) q' Z� NO.OF BEDROOMS — d e, 1 d'P fit,c�d OWNER rJ,^,;Kur, lerfea0arRAgrc4 PC PERMIT DATE: /- COM LIANCE DATE: I if Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY " mow a2-25 a A3 153= j z A4�2f o _ �b L�7�7 No.,gDk I THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH `TOwl(1 OF OSVYV1"e APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (V<Repair ( ) Upg ade ( �j"'Abandon ( ) - complete System ❑Individual Components 20 Fiowtvn Po(NA 6( e, / W►noku f Se t kev (Zosenb2:� Q_C - Location Owner's Name Hole yry l Sagose,� lei{ . Plywluuh, 91A o23b6 Map/Parcel# Address ��. Lot# Telephone# --- '' '� SG En�i,neert,ng Installer's Name —besigner's Name 85`f CitanVeto)y O' A [__tww6veAncwm, H4& aZ 536 � Address Address � L i i1�r,_� S 3'77F� 50b 273�3 77 Telephone# Telephone# Type of Building: �Irl � � �itJ�+�� ' �� k d Lot Size 22, 9 16 Sq.feet Dwelling—No.of Bedrooms ruj© C 2 Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 220.0 gpd Calculated design flow 220,0 gpd Design flow provided 2-75, 5 gpd Plan: Date '501y lio, 2015 Number of sheets d°1e W Revision Date Title kropoSeA Site- 6&n Description of Soil(s) :see 4*aC d Purl Soil Evaluator Form No. Name of Soil Evaluator Steve_ UtSOA, �l= Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS New 1,560 Salton sePtl� +,4-k , 5 -oulle,+ dome, Z- 5Go nuall.an i Svc(qi,� Ghorvtbea s G.� S�odt e� , iyisAecALo n Pv�� t�+� f eSerU� c�+ea The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and ees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date Inspec ' FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 "} No.epi � �"� ' THE GOMM "" «LTH OF M4,SSACHUSETTS FEE I So B OR DEEA LT H Tpw Vl o F Osk er V i 2 :M. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Re air U �a ee;pp (1/� p ( ) pg I (/a Bandon ( ) - eCComplete System ,❑Individual Components 0 I otvin 2 F Pond Gird rv, V1�l�,r ku( r.�e r(te v iLase�,�nP r� , ' P-c Location Owner's Name 1 ►'I CQ 1 y�p i�t 5_o �c�sc� S�ree� . PI�w7uu161 , H A (52-3 � Map/Parcel# Address toy 67 Lot# Telephone# SG EylCji�1~ergv7g atoC- Installer's Name "''be'signer's Name -� i„ j Y5Y GVor�verry Hwy [-• watrelnavn, HA' DZ53�, Address Address �L S�£yF�is ` 5-0&776-`?Os�/ 508 273-63 7 L Telephone# Telephone# Type of Building: S1ngIC F4wz i 1 dwell, , ,-�-e,�t Lot Size 22� 116 f Sq.feet Dwelling—No.of Bedrooms w o C 1 Garbage Grinder ( ). Other—Type of-Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 220.0 gpd Calculated design flow 22 0.O gpd Design flow provided 226,5 gpd Plan: Date 101y Ito, 2 o 15 - Number of sheets or►e f l) Revision Date "" t r Title 'k(0005ed Si ke. O r--fl Description of Soil(s)} See- a-(-lace e el a✓I Soil„Evaluator Form No. Name of Soil Evaluator SteJe. WA-50n I Date of Evaluation (0`2 DESCRIPTION OF REPAIRS OR ALTERATIONS Me 1,560 _gall oii ,se(LT1c J 5 -Ou l ek A-I dy 2- a Callan Ieac4iitn5 Champ e I S w/ Sk.0e. tospe.c{(a,l Aotk noa lesej'e weo, The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and es not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. 4., Signed, Date . Inspections . 7�7 � / i FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 - No.� ("� s. THE COMMONWEALTH OF MASSACHUSETTS � FEE / Y BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certifythat the Sewage DsalfSypstem;Constructed ,Repaired( ),Upgraded( ),Abandoned( ) byat : has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: Inspect Date 3 A" The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. I FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 , No. j THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereb by Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at 0 L /h f°`"� as described, in the application for Disposal System Construction Permit No.--;V t g5 "' dated l �. Provided: Construction shall be completed within three years.of the date of this pJM-16q`aj' ;�A�mustre be met. Date Board of Healt " FORM 2 - DSCP DEP APPROVED FORM 5/96 4 FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON f ' BARNSTABLE LAND COURT REGISTRY ' I. f DEED RESTRICTION WHEREAS, Beverly J. Morgado, of 1834.Oak Berry Circle, Wellington, Florida 33414, is the owner of a certain parcel of land located at 20 Flowing Pond Circle, Osterville, Massachusetts 02655 shown as Lot 33 on Subdivision.Plan 374327C filed with.Certificate of Title No. 68215, by virtue of Certificate No. 89113 at the Land Court Registry,District of Barnstable County; WHEREAS, Beverly J. Morgado, as the owner of said lot, has.agreed with,the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in 'compliance with 310 CMR 15.000 State Environmental Code, Title V,.'Minimum Requirements for the Subsurface Disposal of Sanitary Sewage;and WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit fora septic system in compliance with 310 CMR 15.000 State Environmental Code, Title V,. Minimum Requirements for the. Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Land Court. Registry District of Barnstable County by recording this document; NOW, 'THEREFORE;Beverly J.Morgado does hereby place the following restriction on her above-referenced land in.accordance with her agreement with the Town of Barnstable Board' of Health,whic vn with the land and be binding upon all successors of title: I. 20 Flowing Pond Circle,Ostervill assachusetts 02655 may have constructed upon it a house coot o{2)bedrooms. Beverly J.Morgado agrees that this shall be a permanent deed restriction affecting the aforementioned land, until and unless the Board of Health certifies that municipal sewer service has become available to said land and use of the subsurface sanitary sewage system has been discontinued. ' _ 1 Doc 1 05 9-797JI 11-06-2012 12 f 2l BARNSTABLE LAND COURT REGISTRY DEED BEVERLY J. MORGADO, of 1834 Oak Berry Circle,Wellington,Florida 33414 ,in consideration of One Hundred Twelve,Thousand and 00/100 Dollars($112,000.00), grants to WINOKUR, SERKEY&ROSENBERG,P.C., a duly licensed professional corporation having an office at 81 Samoset Street,Plymouth,MA 02360,with quitclaim covenants: A certain parcel of land located at 20 Flowing Pond Circle, Osterville,MA 02655 shown as Lot 33 on Subdivision Plan 37432-C filed with Certificate of Title No. 68215,by virtue of Certificate No. 8911.3 at the Land Court Registry District of Barnstable County: Address of subject premises: 20 Flowing Pond Circle,Osterville.,MA.02655 [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK1 i ; Executed as a sealed instrument this _L,day of T 0(,c.._ ,2012. BEVERLY MORbAb.0 STATE OF FLORMA . Palm Beach, ss: 2012 Then personally appeared the above-named BEVERLY J. MORGADO and proved to me through satisfactory evidence of identification,which was her driver's license,to be the person whose name is signed on the preceding document,and acknow o me that s e s' ed it voluntarily for its stated purpose. Q►�•� R•�,I�/•'s Notary Pu ic: (�Sar • a ��of� �OTq,9yti '�50 e0 My commission expires: A,y -S i MM. bpi �. e N a Nod j 2Q15 ;A • 22% �01111 i � I t i orb Town of Barnstable r o 2 9:7�7 a. o� Department ofRegulat6ry Services msewsr�eae.% Public Health Division Date � q, eyy. y , 200 Mnht Street,Hyannis MA 02601 rta taP - - •. Date Soheduled 10 a a Time Tree Pd. Soil Suitability Assessment for Sei(qge Disposal/ Perfomted8y: �U.�t�Swt � Witnessed By: `' `• � J P 9'7 LOCATION&GENERAL INFORMATION Location Address Za 'F'iewtn� �+d Ctrcic Owner's Name 3, Moeoe-Jo _ �58cr^d'tilQ 2Co r^tow"L5 (Iw.aQ Grr, Address' .• . . oaj-ccS4b • � . Asscssor'SMap/Pnreel: mwb Ird6 067 Cnginecr'sNoma Skert,—. A W-1sc-'47.�' tap.i<✓•- N�c. , NEW CONSTRUCTION X REPAIR Telephone d gCj !• 7•r_•,•Oyu er f'12; Land Use &0's rA 44iea. Sortaee Stones Distances from: Open Wnternody ft Possible Wet Area 1Q-¢-R Drinking Water Well ft Drainage Way tt Property Line ft Other R SIMTCH:(street name,dimenslons of lot,exact locntloos of trst holes&Para tests,locate wetlands in proximity to holes) •} \ a—ems-._`- -.J e'1 •' R 41 00 d \ n — ' Parent motarial(graloglo)7 Sar,sea( o'-V-c 10k Depth to Bcdroek z Depth to Groundwater:Standing Water In Hole:_A q 7"P'.3�Y Woaping from Pit Pace Estimated Seasonal High Orudndwater ° DI TERMINATION FOR SEASONAL HIGH WA ER TABLE - Method Used: Depth Observed standing In obs.hole: in, Depth to soil mottles: in. Depth to weeping from side ofabs.hole: in. Oromtdwater Adjustment R, y Indcx Wa11 N 5 D,,0 Rending Dole;VZA r -Index Well level 4/4 7 -•Adj.factor G•7 A(Ij.Groondwater Uvel &.6) 253 PEI RCOLATION TEST TIn a /,•zu Obscrvallon l Hole at 9" O Tiaie Depth of Pere y% Time a1.6" Slnrl Pre conk Time© Time(9"-6") ` End Pre-soak EI rl a✓(e %r" 3 r tr/. RalcMhl./Mob `r' ~o mnn`!si•� Site Sultability Assessment; site Passed X Site railed: Addilionni Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed On Beck----- *"*If pereollltion test is to be conductetl.witbin 100'ofwetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/WPmrRCr0RM pip— D I�!',D Z •4 r , DEEP OBSERVATION HOLE LOG Hole#1 � Depth from Soll Horzon i SaiMilure Soil Color Soil Other -- - Surn (USDA) (Mulmll) Mottling (Slnmtura,Stones,Boulders. Islxlsu:y:7f.9tnvet) to S"ll`/ � Lr+e.n�3R.art/ •/D Y� 'c3��,a^ , Pull-ysJ` C YN011V t Sold to YIZ`/&ReA --- �y,mo o `+L g1eesZ`4amyr(f' I6 rry=/Netr' C-7 rYleeQWv 3atit 14 L NO tJnlR.� fa/aS y i DEtP OBSERVATION HOLE.,LOG Hole# 2 Depth from Soil Horizon SoilTexhno Soil Color -Sell_ Other Sntfnce(in.) (USDA) (Monsen)' Mottling (Strueture,Stones.Boulders. Co r •a c %Crnvell ...... Z2"-y?r, C/ '. rr1 per »; Sp�J to Yt2 5l� Y9-t"t C2 F—f-_ C-6—%ml . �ri ryDe. �• VfteB.i.t$�n.l Ib �fZ G�� - . . DICIE P OBSERVATION HOLE LOG Halt:fil• 3 Depth frost Soil HotBan Soil Twore . San Color Soil Other Surfxoo(in) (USDA) (Mansell) Mottling, (SWidow,Stogm,Boulders, ' C gist4 rev F,(trnvet) 1z 96" B l.a 5 ,d1 !e Y1z 3/ 36"-'!oloh CLA i'1'lcdty< 5ano( i.pYt? '�7 66r= 10 C 1w' 1 10YR is 3 Dr,EP•OBSERVATION HOLE LOG Hole# �� Depth from' Soil Horizon Soil Textura Soil Color Soil Outer Surfaet{in.) (USDA) (Mansell) Motlllag (Structure,Stones,Boulders. s a ov^e ep Lowrey $anu° 10 Ye—2 4,oa.� ♦f`rt 3qq�--76 a C M,o4wa. 5aA.i` 10 YR S/7 •— ` eeP+wn. f3camA C0 y� G/3' .045 6.0 O Flood lnsurottee Rate Man: -Above S00yrarlloadbomrdary..No_ Yes-- Within,500yenrbounduy No✓ Yes_ ' Witlda too yenr hood boundary No Depth of Naturally 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? ?C.S If not,what is the depth of naturally occurring pervious material? Cgrtification 1 certify that on � n jt/�Ff✓O(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required paining,expertise and experience described in 310 CMIt15.017. Signature /�, 5�` ?_�Z2 Date 7 101, Q:IIEALTIMP/PEMCFORM 2U!t5-319,02 . Town of Barnstable P# of He rows Department of Regulatory Services • sArwsrAe[,e, Public,Health Division Date V X/V y MARS... 200 Main Street,Hyannis iv1A 02601 Date Scheduled t0 6' Time 1 Fee Pd. /00 Soil Suitability Assessment for Sewage Disposal Perfonned By: Lrrvl1pw I LScn Witnessed By: t A LOCATION& GENERAL''INFORMATION Location Address Z o. �lt�net C,r c l e Owner's Name T Yfi o r o A 0 0sazr;ill¢ ZG r'lew„`5 QV.-461,-. Address Assessor's Map/Par M—P I N6 /(�orc ( OG Engineer's Name S1•c,pt-...,. NEW CONSTRUCTION )C '. REPAIR Telephone# -T®jB-m 77.1—-7,5 U ci r t Land Use k�s ICJ& 47& Slopes(%). Surface Stones Distances front: Open Witter Body ft Possible Wet Area 06/ ft .Drinking Water Well _ tt Drainage Way ft Property Line ft Other tt SKETCH:(Street name,dimensions of lot,exact locatlmis of test holes&perc tests,locate wedonds in proximity to holes) IJ �` -------- c • I ' 'I 1■ W o ; `.��� ( `mkt .n � • 77yy� II F---. OL i +M --------- \ -' o-- C7 • \ - - .a� a �II� o U. N,ceKeTry y Parent material(geologic)-7 qc lca( ..eaua-i,+p4.fi! Depth to Bedrock t� r, Depth to Groundwater: Standing Water in Hole: t'q�.. 3 7 Weeping from Pit Face - Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole:. in. Depth to soil mottles Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# SOLO Reading Date: Index Well level YG.3 Adj.factor G•-7 Ad},Groundwater Level &.6 Z5 3 PERCOLATION TEST Date ZS a Time �,'20 , Observation Hole# 1 Time at V Depth of Perc S-q _ Time at 6" Start Pre-soak Time a Time(9"-6") End Pre-soak Urt a hoc / 5100A Rate Min./Inch 7 vn Mh�(rtr.�A Site Suitability Assessment: Site Passed Y Site tailed: Additional Testing Needed(YIN) I VJV? Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:VIEALTH/WP/PERCFORM Z 01 0— 0 I�I', 0 Z DEEP OBSERVATION HOLE LOG Hole# /.. Depth from Soil Horizon Soil Texture Soil Color Soil Other SUrfaee(in.)- - (USDA) (Mansell): Mottling ..-_(Structure,Stones,Boulders. ConsWency.%Gravel) /0 YR g/ /eft Z3 y G�fia�S !o NleolwM 48 [—net& 92 nbvr l to e 7/3 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture, Soil Color .. Soil Other Surface(in.) (USDA). (Mansell) Mottling (Structure,Stones,Boulders. ons`tei cy.%Gravel „ Z� Lee My .So�uP 10 Yk 311 Y/9. C� Mt. oiWM 3r,-j to YR -T/f 6v� to Y7 S7 n C'2 r't 0- (21 ry U V, v,elyQ„ DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surl.'ace(in.) (USDA) (Munsell) Mottling, (Structure,Stones,Boulders. Cgisisteilci.° Gravel) c, ✓t16t Saw( l.a Kte '✓7 l tdiwl�4 5G foti'2 Cz DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders., Corlsistency.° Gravel) b-�N a 10"ye 2 I .3�1" ,� ' `. ca,n :Sony is 3N"—.76�` C Mack SaKd 10 YR 17 : VY1aJLiwv 4Sanmo LC� �� '6/✓. Q�S G,k1 CJ ea E e0'c Flood Insurance Rate Above 500 year flood boundary No '_ Yes .V/ Within 500 year boundary No Yes Within 100 year flood boundary No ,� Yes Death of Naturnllv 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? Ye S If not,what is the.depth of naturally occurring pervious material7 —Certification I certify that on �Qrr4. /915. (date)I have pa the soil evaluator examination approved by the Department of EnviromneTntal 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 /i Zo(C> Q:HEALTl-l/WP/PERCFORM 2U/O 01 Q;O 2 Permit Number: Date: i Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: ZED Lot No. Owner: 'T, VYI�ca 4�o Address: }=I o ,w.f 1'w�r.� Ci ra(.e. ©91t�c�� r!o Contractor: Address: Notes: r STEP 1 Measure depth to water table Ls> 297 f0 tonearest 1/10 ft. .......................................................... ...................;Date: vv� r month/day/Year STEP 2 Using Water-Level Range Zone a and Index Well Map locate . site and determine; Sow 1' OA Appropriate index well.....:. ... ....... ... z 53 OB Water-level range zone..................................................... STEP 3 Using monthly report"Current Water Resources Conditions determine current depth to ��Zdf0• y�,3. water level for index well .................... .... month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A),current depth to water level for index well (STEP 3), ; and water-level zone (STEP 2B) 1 / determine water-level adjustment ............. V STEP. 5 Estimate depth to high water u by subtracting the water level adjustment (STEP 4)' from measured depth to water level at site (STEP 1) ..:.......................... .............:....... - 0 - .. 1: a t _ v _ ,Transmittal Letter T0: Board'of Health ; 2001VIam Street J' Hyannis MA-'02601�f Attn: I:p,, From: Stephen A. Wilson, P.E. Subject: 20 Date' .[c'j We are sending you Attached El Under Separate'Cover The following documents: ❑Prints❑.Order of Conditions El Variance Approval❑Recording Slip. ❑ Septic System Permit , ❑Notice of Intent Otherr DATE `4p�.QUANTIT..YI DESCRIPTION �z `20O one, Sei ..P 12 17.5 . 65 bee. These items are transmitted as checked below: ❑ For Your Use ❑ As Requested . For Your Files . ❑ For Review and Comment ❑ For Recording 'As Required Other: zx Additional Distribution �a File No. Z-o t O ()I ;O Baxter Nye Engineering&Surveying Phone: 508-771-7502,ext.13 78 North Street,3'aFloor Fax: 508-771-7622 Hyannis,Massachusetts 02601. E-MaiL•,swilson@baiter-nye.com , TrdnsmittalUtterS doc Town of Barnstable P to 7S �f114E to h a �oT Department of Regulatory Services Public.Health Division Date ` v y MASS. g. ' 16 200 Mahn Street,Hyannis MA 02601 Ile Date Scheduled a Tithe Fee Pd. 00' Soil Suitability Assessment for Sewgge Disposal Performed By:. ko,K AW 1 1S c,� �� Witnessed By: �U. � - LOCATION & GENERAL INFORMATION Location Address Z o rl o w l ,� t 1 C. l e Owner's Name T 0,0 04 o Address Assessor's Map/Parcel: Yi1�� I.y6`l l�ore,C. C)G7 Engineer's Name 4c,4,r., t1 ��'{S.",PLC INEW CONSTRUCTION X REPAIR Telephone# ; Land Use ,101s ie:l4 41�& Slopes(%) Surface Stories Distances from: .Open Water Body. ft Possible Wet Area Da/ ft Drinking Water.Well tt Drainage Way ft Property Line ft Other ft SKETCH:(Street nnine,dimensions'of lot,exact locations of test holes&'pert tests,locate wetlands in proximity to holes) ,\ l2.e5. .\ , ,, \ t `\_. „r,F 7.a+, .. rn• \ 1`-35 ------- ----' f - 1. LU i COI Z S ,� d -- 0 +I oy ------ \ o i ' \ e ei O " � `.� as � � � `e �■ �. 57 ------ - tIII r ',u Parent material(geologic)jIaGtcct Depth to Bedrock fr° - Depth to Groundwater: Standing Water in Hole: rq A 7'P 3£.Y Weeping fronn Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles; in, Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. index Well# 5 ou) Reading Date: w- Index Well level 41G.3 Adj..factor G•—r Adj.Groundwater Level 6.6 z5 J3 _ PT!;RCOLATION TEST pate as b Ilme L"zo Observation - - .- Hole#_ ' :- _�- -- — __ _ _ __ T__.. . _ -- -- --•- ._. — Time at 9" - Depth of Perc _ Time at.6 Start Pre-sonkThne a Time(9"-V) End Pre-soak unQ/Ol A`00,(� Rate Min./inch ems^ vw Ma/I r 1'9 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:FIEALTH/WP/PERCFORM 1 69�• D 1 /';C9 Z, , e _ DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) • (Munseilj Mottling (Structure,Stories,Boulders. Consistenm%Gravel) 2. .. 2q IqC4lJ Go„� {�14aQ tUN .JU�1O[ 1Q ��0..713 NQ Ct.JC.FrP r"` ob - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (MunseiQ Mottling (Structure,Stones,Boulders. Consistenev.%Gravel) ' C4ri `2All_ ZZ\ se�h 2G"� y7r, {. " I ItR1u1M 504 to 7R TIV10 ye j f,I'�®1° Vlte dvh.�9tiNaQ (� �yi'C' DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color- Soil Other ' Surface(in.) (USDA) (Munsell) ' Mottling (Structure,Stones,Boulders. C f.i e ° Gravel) �� ��f1 � L m mow•J aaK.At? I® �1� �/� `„� ' It DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell)> Mottling (Structure,Stones,Boulders.. 'seic 0Q Gravel) d S�r. '?q l o Y R P/I ® i 3�1'e ' a" C, hvlrGitwn 5an./ to y1e *17 Flood Insurance Rate Will: Above 500 year flood boundary No_ ' Yes ' Within 500 year,boundary No,�' Yes 4 Within 100 year flood boundary No Yes e + Denth of Naturally Occurring Pervious Material —� - Does.at least four feet of naturally occurring pet vlous material exist in all areas observed throughout the area proposed for the soil absorption system? �eS If not,what is the depth of naturally occurring pervious material? Certification I certify that on /�s9rr/. / ice.(date)I have passed the soil evaluator examination approved�y the Department of Environmental 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 !z Zo[o Q:HEALTl`l/WP1PERCF0RM_ ;0/0 01,rYy A� slo i ..Permit Number. Date Completed by: HIGH GROUND-WATER LEVEL.COMPUTATION Site Location: ZO r l mIA Lot No. Owner:- �1'}or3C;.-ky Address: Zr, FIO y%n.K P.'J clrc.(..e Contractor Address: Notes:` STEP 1 Measure depth,to water table 3 i to nearest 1/10 ft. ...............:... . ........ ....:.... .....::......._... Date month/day/Year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: 50� OAppropriate index well....... .....: . 2 3 OB Water-level range zone C STEP 3 . Using monthly report"Current ' Water.Resources Conditions., determine current depth to water level for index well .................. month/year STEP 4 Using Table of Water-level Adjustments for index well(STEP 2A),current depth to water level for index.well (STEP'3), and water-level zone(STEP 26) 0, 7 determine water-level adjustment ::::......... .............................................. STEP. 5 Estimate depth to high.water by subtracting the water- level,adjustment (STEP 4) from measured depth to water f . levelat site (STEP:1) ............................................................ ... .......: ........ ..::..:. . ..... .;e.• yl J'!-+e Ri.�A A� '• x/ �'._ R4' f.fK } �'Y 'p � e _ �' _ _ y✓f,.i. iy,„,,e7'1• J!'.1 ,.5s, a �'f"".i�..s f,'i ro t" •w r ?' f �' a "tl 1.SPECIES: SPRUCE-PINE-FIR INO.2 OR BETFERI (EXCEPT PIT-WRE TREATEDDECKS) PRESSURE TREATED DECKS:SOUiHERN PINE(NO.20RBEM) 2.CONVENTIONAL LUMBER } ALL FRAMING MUST BE 2'MIN.CLEAR FROM ALL MASONRY. 3.DOUBLE FLOOR)01513 UNDER WALLS RUNNING PARALLEL TO THE FLOOR FRAMING,TYPICAL 4.NON-CONVENTIONALWMBE-. 9 REFER TO MANUFACTURER'S 5PECIFICAT10N5 FOR DETAILS FOR HEADING OFF OPENINGS AND FOR CUFF)NG INTO WEBS FOR PIPING AND DUCT WORK 5TRICTADHERENCETOiHESE5PECIFICA71ONS6 CRFTICALTO MAINTAINING THE INTEGRITY OF THIS FRAMING LUMBER 34'-0' a-.5.LOADING:.: . MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD: A A BALCONIES AND DECKS-40 PSF GARAGES(PASSENGER CARS ONLY)-50 PSF ATnC5 Wi)HOUiSTORAGE-tO PSF ATTICS(LIMITED STORAGE)-20 PSF LJANG AREAS(EXCEPT5LEEPING ROOMS)-40 P5F SLEEPING ROOMS-30 PSF DECK I 1 GUARDRAILS HANDRAILS GIECONCNTRATEDLOADATANY POINTALONG ia'-o" ET0P200P0 12'-O'x10'-0" - - Il MINIMUM ROOF LIVE LOAD. 5'-3. ,I}.70.-021" 13'-4".. 5'-4' FLAi,OR RISE LESS THAN 41NCHES PER FOOT 0 TO 200 SF-20 PSF . ,i 201 70 600 5�-16 PSF 2432 6058 2432 - 2846 .tl 2432 .. - 2846 OVER 6DOSF-12PSF _ RISE OVER4INCHESPERFOOTTOLESSTHAN121NCHESPERFOOi J (3-zxto) 0 TO 200 SF-16 PSF r ——— R� R Q i \ BA H 2OFTO6005F-14PSF DW n T o 4 BATH ! s'-s zT-o" OVER 606 SF-12 PSF - � PJSE12INCHESPERTOOTORGREAiER,KITCHEN 12'-2' BEDROOM #2 0 TO 200 SF-12 PSF 13'-9'x10'-9" 14'-4'x15'-7' 0 20I106005F-12 PSF « . DINING M AM 0 GAME ROOM SD OVER 6005F-12 PSF CLOSET 0 ®s .c.' 3-at° PE BASIC SNOW LOAD. LING J01 ' = p to'-3}" ��,.. T sDc s._s. ta•-n " - BAWALBE-30PSF _ 2xIO RAFTER 0 16"D.C. co m n e' BASIC WIND SPEED: (4)2 x 4 POST 0 ®i w ,I 72._9 t. J 3�_6" PE 2'-9 i - - 0 M BARNIXABLE-fl0 MPH 'Y P 76 ?i 'I ® (4)T x 6 POST .w i B 0 •T, DOWN t n e e6 2 ® 6" .C. CHA6E •i 2 B®t6' < (4)1-3/4"x 9-1/4'FLUSH ?- 1 -19 DNG J015 ', - DOWN C LING J01 4 0 4! BLOCKING ROADSPAN LVL s 2 OE GP 8 FRAMED I FR s t"� 13 R SERS a $` 2.10 RAFTER 016 O.C. 6-6 3'-7 a'o.a _ a a 3 w --f- ---------� FAMILY ROOM o ?s0e ° S' BEARIHG WALL I LEVEL DECK NOTES: I I 12'-2"xl2'-4' I o® ------------ ----- --- - - - -- ----SLOPED ---------- .I I PE BEDROOM #1 - I •i L VSE6r6T'OSTS POSTS MVSTBE CENTERED ONF00'fINGS. , t SOLID BLOCKING '13'-9"x10'-7" - •i a c w' I I - 04'O.C- 13RISERS n 2ATTACHDECKINGTOEA01)OISFWRH2-NTHREADEDNAILSOR2A85CREWS.SPACE BOARDSAPPROKJy'. 9'-0"W x Y-O`H — ] OVERHEAD DOOR. 'CLOSET it // APART 1 I I " SOLID BLOCKING / r 3.RIM)OISTCONNELTION DETAILS j 10 B t6' .c. ry�0 ®a'o.c. STORAGE _ L)SECVPEDECKINGTOTOPOFMM10lSTw/104THRFADEDNNLSORflOr3'MIN.WOODSCREW506'O.0 bJATFACH RIM 101STTO END OF EACH J015Tw/310d THREADED U153-ADy3'MIN.WOODSCREWS PE I iI --- - — A.FOOTINGS 2846 28 2846 2846 I - I 4.)ALL FOOTINGSSHALLBEARONSOLIDGROUNDANDSHALLBE PLACED AT LEAST I2'BELAWTHE 6'-a" 6'-a' 6'-a" a'-a• T 34'-0" L z UNDISTURBED GROUND SVRFACEOR BELOWTHE MOST LINE,WHICHEVER 6 DEEPER PORCH J bJ FOOTS MVSTBE CEN IAMETE N FOOTINGSUBE �FOOTINGSIZE:10'DIAMETFRSONOTUBE * �.. S.LAGSCREWREQVIREMENTS . .. RILLED FOUR - • JEAOitAGSCREWSHALLHAVEPIL0TH01ESD AS WS: . A a 11 DRILLAK"DUU4ETFR HOLE W THE IF.OGERBOARD 1)DOLLA SAV THE RD DUSTING 2)DRILLA 5/I6'DIAMETERHOLEINTOTHEBANDBOARDOFTHE GHOUSE . ti'- -- - - - AYi'DIA6IETERHOLLINTO &4NDBOA ' 6.DECKS GREATERTHANTABOVEGRADESHALLBEPROVIDED WITH DIAGONAL OxA)w/I- DIAMETER 48'-0" _ - THRU-BOLTw/WASHE94 PWOE DIAGONAL BRAQNG BD'M PARALIELAND PERPENDIQAARTO BEAM AT EACH POST_ - - FIRST FLOOR PLAN SECOND FLOOR PLAN 7.ALL PEOGGREATERTHAN 30-AMGRAVEARE REQUIRED TO HAVEA GUARD PECK GUARD POSTS WALL SCALE: 1/4"=1'-0" _ - SCALE: 1/4"=1'-O" - BEA MINIMUM 4n4(NOMINAL)WAN ADIUSTMENTBENDINGVALVENOTLESSTHANL100PSI. . - SQ. FT. = 816 ' .. _ SQ. FT. 680 - - - ,B..STAIR REQVIRD4ENT5- - - a.)ALLSTRINGERS SHALL BEAMINIMVMOF2+42 b.)10'MINIMIJMTRFADWIDTH - .I c)7�'MAXIMUM RISER HEIGHT _ .I 'o 2x40RY,MMIMVMTRFAD SIZE FORAMSMNGERANDMWNIMUMFORA SOLID STRINGFR(WHEN - USING SOVMERN PINE) 9.STAIRGUARDREDVIREMENTS . . I-. aJ STAIR GUARD 6 REOVIRED FORSTAIRS w/A TOTAL RN OF30'ORMOKE . b)STAIRGUARD HEIGHT-WMINIMVM AND 3 WYJMVM MEASLW FROMTHE NOSING OF THE5TEP c)ALLSTALRSw/4OR MORE RISERSSHALL14AVEAHANDRAILONATLEASFiADE bp * w OF i ? L CHUR ILLJTL I r T PROPOSED DWalNC FOR AE 20 FLOWING POND CIRCLE SOME 1/4"=V-0- APPROVED B7: DRAWN BY: JC . ATE 9/2/15 REVISED: PREPARED BY: _ JC ENGINEERING, INC. 20 FLOWING POND CIRCLE JDFAw1K.KUKBFR B L OSTERMLLE, MA JCE KMtER 3158 I . T.O.F. EL.= 34.0' PROVIDE WATERTIGHT RISER AND COVER FINISH GRADE OVER D-BOX= 31 .9'± FINISH GRADE OVER CHAMBERS= 31.9'± - 32.$'± GENERAL NOTES TO GRADE OVER SEPTIC TANK OUTLET AND REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2%MIN. OVER SYSTEM 3/4"TO 1-1/2"DOUBLE WASHED WITHIN 6"OF GRADE OVER TANK INLETA STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER TANK EL. RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC ACCESS BOX WITH COVER TO GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISHED GRADE 32;8' 5"DIA. OUTLETS) MIN SLOPE 1% 2"OF 1/8"TO 1/2"DOUBLE WASHED @ FOUNDATION= 33.0' (SEE NOTE#19) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN.ACCESS COVER 1 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE (TYPICAL FOR 3) 36"MIS , PLACE RISERS ON ALL DESIGN ENGINEER. 79"MIN. " TOP OF SAS=30.83 CHAMBERS WITH 36 MAX. 30.00' 36 MIN. INLET PIPES TO 6 OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PROP.SCH.40 PROP. SCH.40 " BREAKOUT EL= 30.50 » SYSTEM UNLESS OTHERWISE NOTED. PVC SEWER °"" � FINISHED GRADE &6' 2"DROP MIN. PVCSEWER 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.SLOPE 1% 3 3"DROP MAX. 3" 9" MIN.SLOPE 01% L-4fPROVIDE WATERTIGHTL=10't N „ ��JOINTS(TYP.) o a o 0 oELEVATION= 30.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4 PVC IN FROM � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP.OF 31.00 * 14 30.35 LEACHING FACILITY p °° THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. ' SEPTIC TANK 4 PVC OUT TO 0 ' 0 Q ALL TEES MUST BE O oo °o 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. CENTER UNDER OPENING o 0 0 0 " OUTLET TEE 30.27' MIN. 6" 30,10' 2' o0 0° o 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 30.60 48 OU E 0 0 0 0 0 0 0 0 ° 00 0 0 0 cao 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 22"ZABEL FILTER 6"CRUSHED STONE o o 0 000 f `1 0 FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS MODEL#Al801-4x22 OVER MECHANICALLY o _ 1 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 10.0'OFFSET TO FND COMPACTED BASE 2 0' I 2.0' AND DESIGN ENGINEER. cj 8.5'(NP) 2.0' 2.0' OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS ARE BASED ON APPROXIMATE N.A.V.D. 88. ELEVATION OF 33.00' 6"CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 21.0' (NP') '! ESTABLISHED ON THE TOP OF A NAIL IN UTILITY POLE#2 AS SHOWN ON PLAN. OVER MECHANICALLY GROUND WATER ELEV.= 22.7T COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET PIPES TO BE LAID LEVEL. 28.00 8.83` 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK 5`MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10 -6 WIDTH 5 8 DEPTH 5 8 CROSS SECTION VIEW 2 - 500 GALLON H-10 CHAMBERS CHAMBER END VIEW Dimensions Per Wiggin 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE Precast Corp.,Pocasset,MA) DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE H_10 CHAMBER DETAILS TO THE DESIGN ENGINEER. f 7 C� 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE NOT TO SCALE NOT TO SCALE NOT TO SCALE WATERTIGHT. k ' r 1 TEST PIT DATA TEST PIT DATA " ., a � ` 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING ZONING DISTRICT: RPOD, RC (RESIDENTIAL) - PERC NO. P-12975 PERC NO. P-12975 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. MINIMUM PROPOSED " NO INSPECTOR: Donald Desmarais, RS INSPECTOR: Donald Desmarais, RS 1 X 2 X 3 OAK ► • gam, MIN. LOT AREA 87,120 S.F. 40,069 S.F. SILT FENCE ;; 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS BEANPOLES,' } Ixx EVALUATOR: Steve Wilson P.E. EVALUATOR: Steve Wilson P.E. MIN. LOT FRONTAGE 20' 100.01' 2 PER BALE RI t i° r" + � LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE „ x C.S.E.APPROVAL DATE: C.S.E.APPROVAL DATE: THEY SHALL WITHSTAND H-20 LOADING. _, .. 2010 DATE: June 29,2010 MIN. LOT WIDTH 100 102.00 � .,$�° ` , � DATE: June 29, FRONT YARD SETBACK 20 40.4 BINDING WIRE OR DOUBLE STAKED ' xk °"' ► " 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. SIDE YARD SETBACK 10 27.9 tly ?x , TWINE TO BE SET STRAW BALE r r TEST PIT#: 1 TEST PIT#: 2 PARALLEL WITH ; 14. WHERE REQUIRED,CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE REAR YARD SETBACK 10, 124.6' R fi Mw ELEV TOP= 33.00' ELEV TOP= 31.80' GROUND SURFACE ff MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. * AEI 4 `' ELEV WATER= <21.00' ELEV WATER= <20.13' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, A DETERMINATION BY ZONING ENFORCEMENT AGENT WILL l r } f.... .. , BE REQUESTED TO VERIFY LOT IS GRANDFATHERED j j ( SEDIMENT LADEN ' " 5.,. FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). FILTERED RUNOFF }h,r h PERC RATE_ -4 5 f4 f PERC RATE_ MAP 123 RUNOFF E 1�y .. 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN LOT 57 7 - - • ,., M `* DEPTH OF PERC= 23 - 4I DEPTH OF PERC SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. l �� � � 16. LOCUS " �;4 TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 PRO J LOCATED III II�� II POSED PROJECT IS LOCA WITHIN: III=III-III=1 III=III=11 I-III-III lil III-'' ASSESSORS MAP 146 LOT 67 -III�II-111 Ill,,,lli �11=111�11=i��=' � ,,��yy 5.�� OWNER OF RECORD: WINOKUR, SERKEY&ROSENBERG, PC ' 0" 33.00' 0" 31.80' ADDRESS: 81 SAMOSET STREET 7 Organic Organic CROSS SECTION OF HAYBALE LINE �s g 5 Loam Sand 32.58 4 Loam Sand 31.47 PLYMOUTH, MA. 02360 3�; a NOT TO SCALE A Y A Y P 0 5rO �� � � "' "` � �' 10Yr 3/3 N 10Yr 3/5 FEMA FLOOD ZONE X a 11 32.08 12 30.80 t ~` Loamy Sand Loamy Sand COMMUNITY PANEL# 25001CO542J k p - rs s B 10Yr 3/6 B 10Yr 414 Y A 17. DEED REFERENCE: LAND COURT CERTIFICATE#198640 } � W/Stones W/Stones 23" 31.08' 22" ?9.97' 8; x ► �1 Medium Sand C_1 Medium Sand 18. PLAN REFERENCE: L.C. PLAN 37432-C 10Yr 5/6 10Yr 5/8 � WF: W.F. ` "' " 48" 29 00' 47" 27 88' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ` a _ << ; •.,., �,: Al-2 ' ch Al-try _ Medium Sand Medium Sand 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. -THIS PLAN IS TO BE USED ONLY Z W.F. ; ,. =u - - 1 OYr 6/2 C-2 1 OYr 6/3 . , _.. . _ � r � `* K C 2 .__ FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSkStifFE:.>ANY LIABILITY.,.:.- s A1-3 Fine Gravel Fine Gravel FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. s 84" 26 00' 7" 24 55' Medium Sand Medium Sand W. C-3 10Yr 7/3 C-3 1 OYr 6/4 Al LOCUS PLAN Stratified _, vv•F• W.F. W.F. A1-6 A1-5 ta s, SCALE: 1"= 1000' f W.F. A1-7 N w 14�4" 21.00, 140" 20.13' Al-8 o N � No Mottling,Standing or Weeping Observed No Mottling, Standing or Weeping Observed LEGEND - I a' N LOT68 TEST PIT DATA TEST PIT MAP 146 tt W F es^ m DESIGN DATA DATA 50x0' EXISTING SPOT GRADE A1-9 m _ PERC NO. P-12975 PERC NO. 0-12975 _ 50 - -- EXISTING CONTOUR Al10 N NUMBER OF BEDROOMS(DESIGN) 2 INSPECTOR: Donald Desmarais, RS INSPECTOR: Donald Desmarais, RS MAP 146 "'Z HAYBALE LINE 110 EVALUATOR: Steve Wilson P.E. EVALUATOR: Steve Wilson P.E. 50 PROPOSED CONTOUR od, m DESIGN FLOW GAUDAY/BEDROOM W.F. LOT 67 &SILT FENCE C.S.E.APPROVAL DATE: C.S.E.APPROVAL DATE:' 50 PROPOSED SPOT GRADE Al-11 22,916t S.F. TOTAL DESIGN FLOW 220 GAUDAY � DATE: June 29,2010 June 29,2D10 O�� DESIGN FLOW X 200 % _ `40 GAUDAY DATE: O/H/W EXISTING OVERHEAD UTILITIES o, Fv1 TEST PIT#: 3 TEST PIT#: 4 0/H/W PROPOSED OVERHEAD UTILITIES USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 30.30' ELEV TOP= 29.40' W W PROPOSED WATER LINE o QO O o / / ELEV WATER= < 18.30' ELEV WATER= 22.07' 5� GAS EXISTING GAS LINE PERC RATE_ PERC RATE_ N �, �=.• 30x6 INSTALL 2 - 500 GALLON H-10 CHAMBERS DEPTH OF PERC= 3e- 54' DEPTH OF PERC= -____�_ GAS PROPOSED GAS LINE m 29 29x7 DECK / 0 32 .H 32x7" 3' ,, , TEST PIT LOCATION M 9 TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 MAP 146 3� #20 "� "� ( w / ®Fc�� SIDEWALL CAPACITY O O O PROPOSED 1,500 GALLON SEPTIC TANK ARAGE / Na (LENGTH + WIDTH) (2 SIDES) (2 HIGH) (0.74 GPD/S.F.) =GAUDAY Q LOT 66 SLAB = PROPOSkD N M ' E��� (21.0'+8.83')(2) (2') (0.74 GPD/S.F.) - 88.3 GAUDAY 2-BEDROOM -� � °� 33.00' 2-BEDDWELLROOM 3x5' 5 �fl0 0" 30.30' 0" 29.40' Qp PROPOSED 500 GAL. H-10 LEACHING CHAMBER -29- Organic Organic OF= 3�.00' w PROPOSED 1,500 BOTTOM CAPACITY `'' C171 GALLON SEPTIC TANK 8" Loam Sand 29.63' 6" Loam Sand 28.90' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE �-- --' l4' / 34' / � w (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY A y A Y 10Yr 3/3 -10Yr 3/3 a 21.0 x 8.83' 0.74 GPD/S.F. = 137.2 GAUDAY 12" 29.30' 11" 28.48' 7.9 33 -• P 1 `.'� ch PROPOSED 2-500 GALLON ( ) ( ) TP 4 .� 2, LEACHING CHAMBERS WITH 13 PROPOSED DISTRIBUTION BOX 1x8 0 33x0 Loamy Sand Loamy Sand N rn AGGREGATE w 30 9x�J�� 3px1{4 O O TOTALS: B 10Yr 3/6 g 10Yr 3/6 W/Stones W/Stones PROPOSED WATER LINE O 30 c3 ' . OP. cn �b. ROPOSED TOTAL-NUMBER OF CHAMBERS 2 REV. DATE BY APP'D. DESCRIPTION G SLINE \NSPECTION PORT TOTAL LEACHING AREA 304.8 SQ.FT. 36" 27.30' 34" 26.57' s2 O O PROPOSED OVERHEAD WIRES TOTAL LEACHING CAPACITY 225.5 GAL. D Y V,1 PROPOSED SITE PLAN / A = 22 6 o RV 10 Medium Sand Medium Sand o�I �N a��9��s PREPARED FOR: U P• /�_ 36 C-1 10Yr 517 C-1 10Yr 5/7' --JOHN „ CHURC J 2 - 2+. -35' REPURPOSE PROPERTIES w 32� �- �� _.34 70 23.57 31 N 6° 10'3$"E x5' qm/V -33. RcS 66" 24.80• 79.99 glH7w -32- �� 2vn 78" Adjusted G.W, _ 22.77' A� 4 7 ; ,1616� - 30 3 5 .:�- r�_GAS g_ gas=c -___ 31x1, 4s� O Medium Sand Water @ 78 F T o F LOCATED AT '-----_ O �� 10Yr 6/3 NOTES: a4 gas- gas -o DGE OF PAVEMENT(TYP) C-2 88„ Standing _ 22 07' 20 FLOWING POND CIR. �2 __ gas--gas q'wW i \ Fine Gravel Walled@m sand OSTERVILLE, MA 02655 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP Gas New C-2 10Yr 613 EDGE OF EACH SEPTIC SYSTEM COMPONENT. ° . I ND C'RC`E SCALE: 1 INCH = 20 FT. DATE: JULY 16, 2015 ---°�""I G P� Benchmark 144" 18.30' 132" Fine Gravel 18.40' 0 10 20 40 so FEET 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE OW`� Nail in U.P.#2 �� U FL LAYOUT) �� No Mottling, Standing or Weeping Observed _ LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE (41Y WIDE Elev. =33.00' F 41�`S�cyG CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. Approx. N.A.V.D.88 •o o qo� sF�� PREPARED BY: o RESERVED FOR BOARD OF HEALTH USEo JCH r JC ENGINEERING INC. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA: CHU ILLJR• 2854 CRANBERRY HIGHWAY :.p .4 66 3.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED �o�s F� T `� �. EAST WAREHAM, MA 02538 ZONE 2,THE GROUNDWATER PROTECTION OVERLAY DISTRICT SITE PLAN 508.273.0377 AND ESTUARINE WATERSHEDS. SCALE: 1"=20' Drawn By: JC Designed By:MCP Checked By:JLC JOB No.3158