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0115 NORTH WINDS LANE - Health
115 North Winds Lane W. Barnstable P A = 108 002001 i i� TOWN OF BARNSTABLE LOCATION I Y N aIETIA W I MbS I A06 SEWAGE# aOf 6-.1A; J `!VILLAGE 1, QST eA1UJ5To4kC ASSESSOR'S MAP&PARCEL byI INSTALLER'S NAME&PHONE NO.QM&,,stb6 64190� S L(, SEPTIC TANK CAPACITY 1,500 Gz�4C lt9ti) LEACHING FACILITY:(type)(b)Lk-fp C,y,;qg(A"S. (size) 40 f'X cl Q NO.OF BEDROOMS OWNER US BANK TaQ5r IJA /VQGT AS 0- t4 6060 PERMIT DATE: &-1 3 -610 l(e, COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Q 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) NIA Feet FURNISHED BY (?,�PFWL_06 &L&,Lko;sS LLt A+ 4� ° A ,1-5*J-5° A-3.�9•� ° A A-4; Q-i H 5%J1 I O 3 x No. Fee -9(00 co THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 1 ' �plitation for Disposal *pstem Construction permit Application fora Permit to Construct( ) Repair(A Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. t it WORN VJ&ktPS CJOJ3 e� Owner's Name,Address,and Tel.No. V5 ZAW'w.--tPLVSu w,Ia l V©4-T As541rr H0L00j&s-rg0g-r Assessor's Map/Parcel Lag1—oo QO t 139ot Wit akw4amA CL Installer's Name,Address,and Tel.No.5&9-4tr7j-8$l'7 Designer's Name Address and Tel.No. 50g- I"773-0511 CA,PEtcXDE &AJr[ P41.SE>- U.-- :1Z c'jC-TWi64&Z -rNc- 1 C ram- S KkNME7 A54 CRr(+J f f.WAMUN-1 Type of Building: . Dwelling No.of Bedrooms Lot Size `610�� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 336 gpd Design flow provided 3 n r cl gpd Plan Date �-.-1 l(d Number of sheets I Revision Date ((`ay I(p Title 1%j w p it k W( N m LAMA E WESLE MaAlS"C 6 Size of Septic Tank 1500 GcAt-LoOS Type of S.A.S. a6) Lr-(,p-rdMol Description of Soil rl�(a-0 to�( �G I�15 s6yJD e�G�, � / � (7�N Nature of Repairs or Alterations(Answer when applicable) CASE 4-WT(Q& 15L,5C) C-, AA Dry '&T(C.-T,4J< Jb mom) H-?�o n-ga ) LC,'& N-offo c6pleAiva G � LzcriA Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig ed Date 13-A®i Application Approved by Date Application Disapproved by Date for the following reasons Permit No.Ali `' 40 L- Date Issued 3 7�ob d. a►,94 ` - No. Fee /00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:,-_ . 1.PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes z 2pplication for Disposal *pstem Construction Permit ApplicatiIfoll Permit to Construct( ) Repair(A Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. l i 3 W OPM" WIMPS (AkG Owner's Name,Address,and Tel.No. W,9, vo c,-r Ass6T' HoquvCzs--rKoLr Assessor'sMap/Parcel 16910& loof (390% WIRE kAN O LANOMA 0°t Installer's Name,Address,and Tel.No.$p �-IZ-S$1 7 Designer's Name,Address and Tel No. �Q$ - ,Z T3_03-1"� CAPE�DE 6AJT k1_<dZ LLCG 3G. G=1��c1n eaaiA � -vt� 1 C & l4-t- s-r ft WgW g c1 L'RAID i4k)Y E, wl Type of Building: ? Dwelling No.of Bedrooms Lot Size 4t ,02g sq.ft. Garbage Grinder( ) Other Type of Building RES t a&�0'lA No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33o gpd Design flow provided 3 39 M gpd Plan Date (p"(-;Lo 1(o Number of sheets + Revision Date (c•"�('�p t(� Title 1(S W a Prr k W i N nS 1_4k JG Weis-u 4R1�SZA$c. Size of Septic Tank 1500 GcALLokJ,S Type of S.A.S.- (46) LC(p C1 t�tta,E t� Description of Soil A4 C 0 t 0 kg! F 10E I 'AgA 5& 36 SAE tPt. d Nature of Repairs or Alterations(Answer when applicable) Q SC CSC/ST/L& to-Soo_(a-A-LL QrJ 7&T l C_-T, J< MtU) 14•2-0 N-RdV lb (G) LC do 14-aO (_6A640A�& C!64wtq (at?N 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. Sig a Date `o -13-A 0 Application Approved by / Date 13 2O/G Application Disapproved by/ Date for the following reasons Permit No./ti�6 Diu Date Issued &11 3 tv t 6 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(1O Upgraded( ) Abandoned( )by CMCW 106 -;AJTAtPdQ<#=r U& at 11�Q� 61 W l k s has been constructed in accordance with the provisions of Title 5anand the for Disposal System Construction Permit N 1b-�Z" dated �✓ l �/-,7 ,to Installer CAP--w/D& G-. )I WZ_cer LLC Designer #bedrooms 13 Approved design flow�b gpd The issuance/of this per/mit shall not be construed as a guarantee that the system will-function/as designed. Date 1 n/ 17 I/_ Inspector I - ---------------------------------------------------- ------------------- No. �ICJ 1.Q7- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted,to(Construct( ) Repair(X Upgrade( ) Abandon JV ( ) System located at 11's bI2 A W 1ib� )��_P�&AS!r,4.8 CGS and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructio must be completed within three years of the date of this permit. Date // f?0 /6) Approved by / 1 SAN t (Z�TII� 1; �'Y�L��- j��5'`'�N� ��L'�'m�c�l[- 1`Rid: f� '��^A-2� �1�5�•�1 a�J �\ Yk-rm%A ll � 7-r-> � C,2 t,--o VLA^- 1 C V Y -,vA �o �uS r •M 006/15/2016 16 :53 5082730367 94839 P. 001/001 N% ■ Town of Barnstable o4t > Regulatory Services _ Thomas F. Geiler,Director BA MASS, • public Health Division MASS, p,'659, �` Thomas McKean,Director 6D INA� 200 Main Street, Hyannis,.MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: G-15-1(O Sewage Permit# a01 to d AOa Assessor's Map/Parcel 0 a 0 3• Installer & Designer Certification Form Designer: SC Et)9 eases 6 F. Address: 28511 Gca,00uri Rf6w� Address: 153 Carnrnuccc� Skree� fast �Vot¢,hon o2�'a�, H451neee-, li}� 9 On was issued a permit to install a, (date) (installer) k' septic system at 11 .5 N bcki kl i,185 Lath C_ based on a design drawn by r. (address) 5une t Zo t 6 ,Z,c E04,((nee.ctr)g dated (aeu, ► : 6-I1-10 (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. 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 we a found satisfactory. CkURCMIl1 nstaller's Si ure) 4esigner's Signature- =ALTHDIVISIC:N�. Here) PLEASE RETURN TO BARNSTABLE PUBLICCERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH TIi S FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU. gAulli"fonnAcsigncreertification form.doe F Town of Barnstable — . Department of Regulatory Services Public Health Division Date_ ��� MASS. sa)P �� 200 Main Street,Hyannis MA 02601 fD M�k � t- ,q�� IM Ante Scheduled_------ 1 Time� NLI Fee Pd.�dO �� « C Soil Suitability Assessment for Sew a isposa Perronned fly:_I`�s xIBC•� ((VLe✓b�F• ET T CS E S C 1 Witnessed By: ./ t/✓. P/ LOCATION&GENERAL INFORMATION Location Address 15 N J rZTt{ (A'>LNDS CAtj E Owner's Name O5 BAjtQi< TRUST 6JA VOL--c Asse-r W S Address 15SO1 WraE—=,;.S 1,1('( UK'A OK4A e('Ti OK CgVL-t��OC-:El�Tr�'� Assessor's Map/Parcel: Ok QQa/DO/ Milliliter's Name 3 V(✓NGttt.=bK_JkXt ZING NEW CONSIRUQI'ION REPAIR Teleph'oneOf .SUY. -47-1 73-(.137/ Land Use (C�czrri(w Slo es 96 2 P ( ) Surface Stones Distances from: Open Water Body 7/0 6 R Possible Wet-Area .71 d It Drinking Water Well 1 + ft Drainage Way 7�u4 R Property Wm_ 7 10 R Other_ ft SKETCH:(Street name,dimensions of lot,exact locations of teat holes&Pere tests,locale wetlands{a proxindty to holes) See a�kacln�c �1Q 1 ll L, Parent material tit-'4u.�i�I 7 13 Z rJ S (geologic) Depth to Bedrock Depth to Orouudwaler. Standing Water In little: 7 Weeping from Pit Pace _ Estimated Seasonal High Oroundwaler 7 13 Z. DETERNUNATION FOR SEASONAL HIGH WATER TABLE Method Used: Pifect 6Wef(/c+fn'I Depth Observed standing in ohs.hole: 7 .13 Z la. Depol to soil mottles: 10, Dcyilh to wctping from side of obs.hole: In. Oroundwnter Adjustment _�•_,_{t, Index Well H Reading Date:__ Index Well legal Adj.tdctor•,,,,V;.�Adl.droundwater Level,,,= Observatio PERCOLATION TEST uala Time — Hole dole N _ Time at 9" Depth of Perc _ Tfine at 6" Ellett Pre-scak'1'Ime® __ '11ma(9"•6") End Pre-soak See c{evioUS eerL tee A 'Y 04-k rS Rate MinJlnch tic No, P- '7 6 s Y d.64 1 10 Site Suitability Assessment: Site Passed �5 Site Palled: — Additional'readrig Needed(YM) N Orlgrnal: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted withlu 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. (has erru:�rE r(rroltM.Doc DEEP.OBSERVATION HOLE LOG Hole# I t 2 Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. v ulatenety,%'Oravell_ o- 6 A/E L S /6Yr-7/I — — 6- 36 g LS ]OYr 3'--t32 C F"1- FS 2,�Yt°Ib — Tfac'eS dF Si �{ Some bo,te�e.rs } l�lele3 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sol[Texture Soli Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. %4ravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Muasell) Mottling (Structure,Stones,Boulders. 151Racy.%Otavell DEEP OBSERVATION HOLE LOG Hole# Depth from Sell Horizon Soil Texture Sol[Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,S(ones.Boulders. ravel) Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 300 year boundary No✓ Yes Within 100 year flood boundary No jni- Yes Death 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? ye-5 If not,what is the depth of naturally occurring pervious material'? Certification II I ceitify that on /0 4 7 y (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 training,expertise an expo' a described in�10 CMR 15.017. Signature T_ Date Q:aSEPTICkPRRCPOR M.DOC �: rr TOWN OF BARNSTABLE 1 7CAriON \ der- U\tA�E' SEWAGE #. VILLAGE �,j, arti� �l� ASSESSOR'S MAP & LOT ? i INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I -60 ,;,l LEACHING FACILITY: (type) 1 -t' (size) f 6C) L' , NO. OF BEDROOMS J BUILDER OR OWNER DA�l to %e PERMITDATE: COMPLIANCE DATE: 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 �2� 2 z � r 4, 0 p Ol�i / �' TOWN OF BARNSTABLE LOCATION '_', r f��A`AIINW pray SEWAGE # A VILLAGE 4/11-r ,( ALVir—nAl w ASSESSOR'S MAP & LOT f6JJ-601. 6elf ad,.. INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY i 3'o� LEACHING FACILITY:(type) NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER 'ib a.-A � :p �, ' , DATE PERMIT ISSUED:3 2, DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No i ��f� �. ��_,. ,i.t m. �; � " . � t' 0 � ' �` � � w a� � ���� i i �, 1 � � � ® "' j � / � \ y 41 �' °� � '� � �� � � � � � �. ,. . � �� � � � . � `�� - ,� No... .-. . FEB ......... A THE COMMONWEALTH OF MASSACHUSETTS /� � 10� BOAR® OF. HEALTH _._✓..��-'.�-e..� ............OF......41V-2V.&i ................................... ApplirFatinn for Ili-spnsal Workii Tontitrnr#i in thrmit Application is hereby made for a Permit to Construct (X) or Repair ( } an Individual Sewage Disposal . System at: �.A` .. L t' n-A dress .. Lot No. tat. _h----------------- _ .... -..... -- Owner Address ................... Installer Address Type of Buildi�g Size Lot .__1° 5 v _..____._.. q-feet Dwelling=moo. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder (/_3O aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ......l................... W Design Flow......................... l�_.. ------gallons per person per day. Total dam flow...........5.5. ................gallon—s.` WSeptic Tank—Liquid capacity.Rc5�gallons Length___-aG,l .._. Width__5.___...._ Diameter---------------- Depth.:--y- 5_.. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area.........._.........sq. ft. Seepage Pit No---------------/... Diameter.____f. ------- Depth below inlet__C'�.............. Total leaching area;2 +4=....sq. ft. z Other Distribution box Dosing to k ( ) ` 1 11 ��rr(� Percolation Test Results Performed by------- � ___.�...__..___."Bate____-/_...-_. ..!................. a a Test Pit No. 1-__-_--ti�.__-_minutes per inch Depth of Test Pit-----13......... Depth to ground waterOL.,.,- k-./3 fP-.4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ + ......................t-••--•-•--•---t---------------------------------------------------r -I-- Description Pf Soil .Zr �p�..... — W - 1-•-`-------- ... _4:..................•--•---•-------......-•---••------- --------------------------•-•-----•---•-•-------•--------------•----•--- VNature of Repairs or Alterations—Answer when applicable_____________________________...._...................._......_...._.._._....___................ ----------------------------•-----------------....-------------------------------------••--•..-••••••--•......._.•-•••-------------••---•••-----•--•-----••....----••-•---••••...._.........-••••....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of th Signed .......... . ... .... .. ..........� -------- .. . --------------- --...----------------------------------- Dale ApplicationApproved By .............. s.........--...........................-----------------------------------. ....... Dne-` Application Disapproved for the following reasons- ----- ----------------- -- -----...---........--. ....------- ---------------...--------------------------------- ..... ............... .. -- -- -- --. ............---- -- ......................----...---............. -------------------------- - - --- - --- -------------------------------- Permit No. ...-------- ---to--- Issued Dace Fps............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �. ............ ��•. �� '' - .................................. Appliration for Disposal Works Tonstrurtiun Prrnti# Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: Location-Address or Lot No. ---- Owner Address W ........ ................ r ........ i Installer Address Q Type of Building Size Lot___/,0(......._._.. e U rinder Dwelling�Io. of Bedrooms--------------- _---.__.....___._..._..Expansion At Showers GarbageC Cafeteria P y PL4 Other—Type Type of Building No. of persons............................( ) ( ) p 1 Other fixtures ------------••---•--•----------- _..._.. .. WDesign Flow.......................... ........gallons per person per day. Total daily flow............,,.�,._ _.___.______....gallons.. WSeptic Tank—Liquid capacity-t`5LP.gallons Length.... Width.._5......... Diameter................ Depth..:�_�.... x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.•---_-_--. -j.... Diameter.._.. ....... Depth below inlet.?............. Total leaching area.:;Ze<4-__.sq. ft. Z Other Distribution box (4.. Dosing tank (� ) ` /!f � a Percolation Test Results Performed by r« <1.:..:) _ __.... =._..�1 :.�.If.____..e.�___ ate._._____ ____-.7 ............ Test Pit No. I.......3....minutes per inch Depth of Test Pit-----/_`...... Depth to ground Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Description of Soil . ." :� ..... ._ ` � ... ���.. V ^ � t 7c+ �! .✓.f ot'`a ` ?�'�� "... J�! f f „? Y ................ pG? r! ---------------•---•---------------------------------------------------------------- -••------- ...__ -. VNature of Repairs or Alterations—Answer when applicable................................................................................................. -•---------------------------------------------------------------------•--•--•------....---............----•-------------------------------------------------------------....-•-•---•-••-•---•---..._.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health: �,/,•. � it �� .,. - . r Signed ........ ' .......... .......:: ............ ...... Application Approved By ---- -:... ------------------....................... D Application Disapproved for the following reasons- ----- - --------- -------------------------------------------- - --- -----------------------_ .................. - .... ------- -----.-. ........................................ . . ..... 1 Permit No. / .............................../U ate ...................... .. ...... Issued ..............................--......---------------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH --------------------------------............. OF _ . . ......................... ----------------------------------------.------------------- T-ertifirate of Cromplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by---------- ---------------- - ---- .---------------........ .. l-------.l............... --------............. -. -- .�oe l-------- _. Insraer � r Y� �+► IL has been installed in accordance with the provisions of TITLE 5 of ZQ Ste Er�ibtnental Code as described in the application for Disposal Works Construction Permit No. ................................................ dated --------------------__----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE //_71d 5 Z'.--- ------------------------- Inspector a- ID THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH cvr _ .....OF....................... No.............. FEE........................ Disposal Works TwOntrnrtinn rrnti# Permissionis hereby granted----------------•-----•--..........--------•-------•-••-•-•------•-•--•--•--••--r-•------•---•---•-......................................... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................................................................................................................................... Street as shown on the application for Disposal Works Construction Permit Na........:............ Dated.......................................... / Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC., PUBLISHERS i t nittmttT tr tt 11TT ttiitiltjli t771tt tttttTttiTTttttittttittttttTit TtTjtTtltTTtTTitttitTttttttttiltTfijiSittt111tttTilT1{itn+titT(11111ttinTtitt nnt+t nTtm tt}TTt(11Ttt11 nlTttititj T irnln n n mttnnrr� 7?TT,t:11::,,:::,•::l:,jl••I:,,i::,:,..,..1,:,••,1.:::..... .:.:••,::.,.....,. I..,. t::: t ::1 1 ...... •:1.: ::iI t{ t TI:t'^: : . : ' ~ ENVIROTECH LABORATORIES -= Mass. Cert.#:MA063 449 Route 130 Sandwich,MA 02563 (508) 888-6460 �. Caoe Trail Bershire Trails =� -= CLIENT: Dave Relish -_— LOCATION. - ADDRESS: ____ — Barnstable, MA _. COLLECTED BY: All Cape tYell ----- SA 'iPLE DATE: 10-4-91 TIME-. DATE RECEIVED: 10-4-91 SAMPLE ID: M56 JOB : New (dell — WELL DEPTH: RESULTS OF ANALYSIS: Parameter Unity Recommended.limit Result lif rm bacteria," mi (MF Method," 0 Q = l Co o ` pH pH units 0.0-8 56.58 Conductance umhos/cm 500 106 Sodium mg/L 20.0 9.5 Nitrate-N mg/,L 10.0 0.11 Iron mg/L 0.3 2.19 Manganese mg/L 0.05 = j c -- Hardness mg/L as CaCO 3 Soo Sulfate mg/L 250 Potassium mg/L - 20.0 Alkalinity mg/L 200 - _ Chloride mg/L 250 - BE. Turbidity NTU 5.0 Color APC units 15.0 ; Background bacteria. z COMMENT Iron level is not-,a health hazard; but� may, cause taste and . staining 'probletns 'zA "filtering.'system should be'considered Volatile Organics EPA 601/602 ug/L Below Reporting Limiter _ See attached report _ _ YES No WATER IS SUITABLE FOR :DRINKING PURPOSES FOR PARAMETER ESTED. UX . O i - p� _ DATE ZU %. llll' il:lillltllllllliluiilllluilllili!uu„i iuuk'uillui{i "li\' `iii i ii J:u7luilu7lJluuwultlliilllilll11111iUil:lltluliiliiulu.utl\�- `liillliiillliilillli!llii11U11111111iliiiiilUllillulii{iliuiiililiiuiiiiiiiil iii:u !lliiiil7 1'"� I GR13UNDWATER � ANALYTICAL i EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) i Field ID: M56 Lab ID: 2063-01 Project: Melish Cappe Trails QC Batch: VGA-859 ! Client: Envirotech Sampled: 10-04-91 Cont/Prsv: 40ml VOA Vial/NaHSO4 Cool Received: 10-07-91 Matrix: Aqueous Analyzed: 10-10-91 }} PARAMETER CONCENTRATION REPORTING LIMIT I (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride BRL 1 Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL - 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropene BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 ' Tetrachloroethene BRL 1 nil „r,. +hare BRL 1 ul ul vuw..� v ,,me �a� Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+p,p-Xylene * BRL 1 o-Xylene * BRL 1 Bromoform BRL 1 1., 1,2,2-Tetrachloroethane BRL 1 1',3=Dichlorobenzene BRL 1 } 1.;4-Dichlorobenzene BRL 1 1;2-Dichl'6robenzene BRL 1 . QC ,SURROGATEL COMPOUND ., SPIKED MEASURED RECOVERY QC LIMITS s Bromochloromethane 30 28 93 % 83 117 % Fluorobenzene 30 31 103 % 87 - 113 % BRL = Below Reporting Limit. * Non-target compound. "Trace" indicates probable presence below listed Reporting Limit. Method References: Method 661 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). APPLICATION FOR PERf;OLATION TEST AND OBSERVATION PITS `'LOCAT10N LOt 27 -r Corner Cape Trial Bends Lane NO.' 7 VIU,Apa West Barnstable DATE10/23/90 APPLICANT David Melish CL'E $100.00 ' � (Non-re[w�dable) ADDRESS R,,.O. Box 157-Hyannis, •MA_� TBLBPIIONB NO. , ,1INGINEBR•Baxter & Nye,Iric./Peter Sullivan. - TELEPI:ONE NO. 428-913' r: DATE SCEIBDULBD OfJ• f� l9�lU /l1,�aA _ (Applicant's Signature) ...................................................... .......... :...:....................................................................................... ASSESSOR"S MAP & LOT NO: • MAP 8$ - SEE ATTACHED PLAN SOIL LOG _ SUB-DIVISION NAME NW SUB' DATE fl101�� �1 90 TIME /3 AEI EXPANSION ARBA:.YES ✓ NO A 7Zsrz_ AJV . -A C ENGINEER TOWN.WATER PRIVATE WELL ✓ tq-A0 Cy—s- BOARD OF HEALTH y� L(. EXCAVATOR SKBTC,lle (Street name, etc., dimensions of lot,.exact location of test holes nml percolation tests, locate wetlands In proximity to test holes) NOTES: r • Go T Z7 j ' . • �'r z8 11-e r • ' • • ' 1-� his . •.,�r.��.;3fl ,� I OLATION R11T.Ea; tin /6/L- M BOLE NO: ' / ELEVATION: TEST BOLE NO: ELEVATION: ` 1 LO'A I� 2 S-�d:S a/ C�, 2 3 3' . _ 5 ��✓i Sls � �� 5 � : 6 6 6 - B ' 9 10 �. L� Ski=� 10 • 11 11 12 12 ' 13 a �� — 13 14 i LWTZEZ, 14 • 15 ' 16 (+ 16 . 'ABLE FOR SUB-SURFACE SWAGE: LEACIIING FIELD L/LEACIIING PITS ` r LEACHING TRENCHES ✓ '" ITABLE FOR Sl1B--SURFACE SEWAGE. REASONS•! ENGINEERING PLANS MUST SHOW •NUMBER. AHMED ON PERC TEST APPLICATION .INAL: COMPLETED IN ENTIitETX BY P. E. ANl) RETURNED TO BOARD OF HEALTH ': RETAINED BY APPLICANT �� 1 No. 9 r-- -- Fee—<--sue_-------- _:Q� BOARD OF HEALTH its L76► N �. TOWN OF BARNSTABLE ZipplicationArMelt Con5tructionPermit ,,Application':is hereb made for a e it to C nstruct Alter ( ), or Repair (in individual.Well.at ca on — Address ssessors Map and Parcel -------------------- --- -------- ---------- �_—- � /'�j -------- - y,���- -- W�+ 1 L/ ------------ ------------------------ Address t Installer — Driller Address Type of Building Dwelling- l�S 2 - --- --------------------------- Other- Type of Building----------------------------- No. of Persons—____------------------------____-- Type of Well--- ,/—��-v�-------_____ pacit Purpose of Well- h —------—----—----------------- Agreement: 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 Certificate of Complianc has been issued by the Board of Health. - ------ Signed. � _ �-P/aZ0 �I�----- ._. �__T_ to Application Approved By — -— - --------------------—— - Application Disapproved for the following reasons: -- ------------- ------------ date PermitNo.------------------------ Issued---------—---------------------—-------------- -- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance, THIS IS TO That the Individual Well Constructed ( , Altered( .),.or Repaired ( ) ----------------- Installer ----- �� — — —___ — __-. 7a l—` ---—-------_---------------------—--------------—------------------—-------- at ----- Pr - has been installed in accordance with the revisions of.the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application<for,Well Construction"Permit No. It � -_ ?�? _______ g . �-- ------- Dated- THE=ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY., 4 DATE- ------ ------ -------------------- --— -- - - Inspector---- -----•- - - - - - - BOARD OF HEALTH TOWN . OF BARNST.ABLE M1 . �efC �or�gtructiot��ermt , �� _ ,� No. - -------- ------- Fee____:�� ------ w� ? r r r Permission is hereby granted-- to Construct':( ter ( ),-or Repair (, ) an Individual,Well at: Street — 4 as shown:on the application for a:Well Constructiod Permit r. { � No. . — -1— 3 ---• -- - Dated 2 -- _ Board.of Health DATE ---= -- ---------- ------ — _— •� TI/V s ttl tt t t t T 1" i t Mitt ttttttTt Ttft ttlt tt (SSS(:::i:,1S,(T(??(,1(:1?isI„:tiil(,S,(iSi:,:,i::,;::::n,:,,1T::,:iii::(iiiitit(irpnri......rTiT*iTittSSniiiiirtitiniinn*r�ntiingitiiirrriiitiTMiinpniimiiitiSHixrit(+inSTrn(niTT'jiiSS(SSSS(TTi'(((TiiSS'(('iTt//. ` 1 ENVIROTECH LABORATORIES BE =_ = Mass. Cert.#:MA063 = `- 449 Route 130 Sandwich,MA 02563 (508) 888-6460 = 4 CLIENT: Dave Melish LOCATION: Cape Trail, Bershire Trails _ Barnstable, MA _ ADDRESS: _. COLLECTED BY: All Cape Well SAMPLE DATE: 10-4-91 TIME: DATE RECEIVED: 10-4-91 SAMPLE ID: M56 `= New Well JOB : _ WELL DEPTH: RESULTS OF ANALYSIS: =_ Parameter Units Recommended limit Result Coliform. bacteria;100 ml (tvtF Method) 0 0 pH pH units — 6.0-8.5 6.58 e Conductance umhos!cm 500 106 >... Sodium mg/L 20.0 9.5 Nitrate-N mg/L 10.0 0.11 EE Iron mg/L 0.3 2.19 :F Manganese mg/L 0.05 Hardness mg/L as CaCO 3 500 c: E. Sulfate mg/L 250 Potassium mg/L _ 20.0 c- Alkalinity mg/L 200 - E Chloride mg/L 250 Turbidity NTU 5.0 Color APC units 15.0 Background bacteria COMMENT: Iron level is not. a health hazard,. but may cause taste and - staining- problems. A filtering system should be considered. Volatile Organics EPA 601/602 ug/L Below Reporting Limit See attached report YES NO WATER IS SUITABLE FOR DRINKING.PURPOSES FOR PARAMETER ESTED. UX O DATE (f ��1!!!t!!1l1U111111111111UUh1lllUiUt!lUllllitUl!l11I111111!!Ul!!!1{U!!lhlUlllWill!!sWU"1illHJli itiiiii 1114,1iii ill iiiWii is'111111111Ll11",11 at 111111Ut11191 111111U1llwiliUi1111111U11illwitall lliiuii\� r. f r GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: M56 Lab ID: 2063-01 Project: Melish Cape Trails QC Batch: VGA-859P Client: Envirotech Sampled: 10-04-91 Cont/Prsv: 40ml VOA Vial/NaHSO4 Cool Received: 10-07-91 Matrix: Aqueous Analyzed: 10-10-91 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (u9/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride BRL 1 Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL I Methylene Chloride BRL 1 - trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 27Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochl-oromethane BRL 1 Chlorobenzene BRL _ 1 Ethylbenzene BRL 1 m+pp-Xylene * BRL 1 o-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Bromochloromethane 30 28 93 % 83 - 117 % Fluorobenzene 30 31 103 % 87 - 113 % BRL = Below Reporting Limit. * Non-target compound. "Trace" indicates probable presence below listed Reporting Limit. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). it l_ w4,1 l 6v YS N , \ 13 �dp r1 6 Aj pltA i I �rvL)f EL 1% v:k-, 1 ' 1 jO w� �V 173,p 4, 6U r ,v . Cv 3 � Z - G l z.. `SCE L lPit_ p` i✓� �ry Sbi'TICt� ry 176-, Z i n s -4 Z Gl' z� EL lL"7,0 77, wA� ) 3 Co 3 -�, 1.U�1 ` has su+=uvv PJo. 29733 711 INN 15-51 ~ �`.• .L �w vJ --\�vx 3-T 3.3a GNU 5'Gl\�.. p 15 J70 sk, F-2 PA V/Z) 1 e kJ ram: / �i 1.-�'f�J ��?��.•> s�,�.��: �y�J'�: c 1'-x�j " 1-C 's 1 i t 1J C�,dC: C=u , 4 ---------------i-i�-- 1 : ! i I I - I - - -- I I - I - - I I- I -. I -I I I I I � I I I � I . I . I - � I I I � I � � I I I I I I � I I I I I I I � I I I I � � I . � I I � I I I � . I I I I I I � I I I I � I � I I I . I - I I I I I I I I I I - � -- I I � � � I ----- I I I I � I I � I I � I I � � � FINISH GRADE OVER D-BOX= 101.61± 1 PROPOSED VENT WITH CHARCOAL GENERALNOTES � � I I � � I I FINISH GRADE OVER CHAMBERS= 101.70' - 103.03' 1 � I I T.O.F. EL.= 106.6'±- 1 � I I � I I I I I 11 . . FILTER TO ABOVE GRADE - � I I I I . I I � I I I I � I I I � PROVIDE EXTENSION RISER I � I �REMOVABLE WATER-TIGHT COVER OVER I I � � SLOPE @ 2%MIN. OVER SYSTEM 3/4",TO 1-1/2"DOUBLE WASHED---- I 1. UNLESS OT�HERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCT I ION� I I � I � � I I WITH COVER OVER INLET& � � RISER TO WITHIN 6"OF FINISHED GRADE � -4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS STONE TO CROWN OF PIPE \ I I ' I I � I � � I I I I I I � I "TO 1/2" DOUBLE WASHED � I � METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL I - FINISH GRADE I I OUTLET TO WITHIN 6'OF F.G. . I � I I MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) Z'OF 1/8 CODE AND ANY APPLICABLE LOCAL RULES. I I I . I I - - - . � I @ FND. EL.= 105.0'± � I . F.G. OVERTANKEL. =100.�,5!-± 1 1 1 F5-DIA. OUTLET(S) � I I I I I I -,"11\ STONE OR GEOTEXTILE FILTER FABRIC---\ I I � � 2. ANY CHANGES TO THIS PLAN I MUST BE APPROVED BY THE BOARD OF�HEALTH AND THE I I I I I - --l-1.1- ---.-.-,-- I r--1 I I I I I � I I � I I � - I � - I . I 1 . . 1 rr--i I . I'll, `L� PLACE RISERS ON ALL \--JI' . I DESIGN ENGINEER. I . I I � � I I � I I I I I I I I I I � I I I I I I I �I I I � . PROPOSED 4" 1 4.0'1 MAX I I I: 6.0'1 MAX TOP OF SAS= 97.03' CHAMBERSWITH I I I 11 I �3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SH I ALL BE USED IN DISPOSAL I ,�-E X I'S T 11��N G 4" I �i I I I � I I I - I � � I � I I----,.,-----,--7-1�-.---"--1-------1111-11---- I 1-1 I SCH. 40 PVC, SEE NOTE 22 96-29 SEE NOTE 22 INLET PIPES TO 6'OF I SYSTEM UNLESS OTHERWISE NOTED. � I I I I 11 I I � I I I I / C: ,-R i�` I . 1- ! , 13REAKOUT EL= 96.70' FINISHED GRADE-----, I I I � � / SE%IVE I '�if"E f I 11 - -- � I I . I � I I i L---,.�.--�,---,-------�,--�����-,-,�-�---�-------- SEWER PIPE I I I . 11 I 1 r,-- ��- - ! I I � I � I J� / i �=jl- I I - 1 1 . I � r I � I � � � � I _� _ -- ----_'z-- �� -,,, I 11 I � i i I I I I I 1 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN I -. --��-, �����'�,��,-�,�._;,��-1-���..��I I . 3" DROP MAX IF � � I I - I - � - "I , I I I SAS UNLESS A ---r�7,--- - ,�-,�*-'�'--��=��""I",��-,-.�l----"-Ir--�I 16" 13" 3" 919 L=36'± -q 10 I I I � I I ELEVATION=96.70' FOR A DISTANCE OF I 5'AROUND THE PERIMETER OF THE * . I% � MIN.SLOPE@ 1% I 11 � . U I .-�PROVIDE WATERTIGHT ;1 � - -�---,-----�-� . -- 2" DROP MIN k-- a �IL � I i i I I Ic 0 1 1 � f � I I 1� I I � 11 PVC IN FROM I ,.---- JOINTS(TYP.) � JQ I &Fb- 1 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF I I . . I I � I � I . � j 1 �,� 11 13" 1 1 I\ I . I > = = - 0 = = I THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. � . ; i I I I I I � i 1 �i; EPTIC TANK � 4"PVC OUT TO -- = = = 0 = = = = = � I I � � j f '; ,11 I *C�-7 0 0:> � 1 . I ! 14" N-,� ,0!,,'- S C) I I I I I I � I �_-I--A � I", - I I � I I I I I � ------------- I I ! I I I I I � LEACHING FACILITY � 00 cc) 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. I CONTRACTOR TO PROVIDE ' I I � � 0 1 - I I I I I I i = = = = = = � I- I I I I SPECIFIED DROP BETWEEN 1 � I " P I 00- I - 1:19 1 1 1 1 1 1 1 (D I I I I � � I 1 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. I I I I I 1 1 - 1 1200 C6(:> 1 INLET AND OUTLET . I CONTRACTOR I CONTRACTOR SHALL i k / 1. C: 00 C> C>C> I I .� I - � I I I I I I I � 96.60' MIN. 96.43' L-j = = ' I y OUTLET TEE I I = = = = I I i ' ! � I CDC:> � � I SHALL VERIFY SIZE - 48" VERIFY CONDITION OF ! - I I I :> � CX> 1 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK � I I � . I I I I I I � I I I I 00 C) � - I I I AND CONDITION OF EXISTING TEES I 11 I GAS BAFFLE I I � I I � C%� = � FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS I I I I 6"CRUSHEDSTONE � C> CD I i � , = = = = = = I=, = = 00 = = = = C� I I I EXISTING SEPTIC I AND REPLACE AS I I i I OVER MECHANICALLY I C�%, 11 I NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH �, , � ; I I - I I ; t I I I . NECESSARY I 1 . - I i 1 . I I I I I � TANK � ; � I I I COMPACTED BASE I I I - . I AND DESIGN ENGINEER. . 1, I I I I . I - ; I � � � 2-O' i 11 I I . I I I I - � � � � I I I I ! . I - � � i I 1 3 � 1 6.9 (TYP) I I I -3-V - 3.0' �.3.V. 1 8. ELEVATIONS BASED ON ASSUMED DAT I I I I I I I � � I I I I I ! I I OUTLET DISTRIBUTION BOX I 1 I I I I LIM. BENCHMARK ELEVATION OF 104.4' � I I � ) I I I I I I I (TYP.) I � I I - I I ----.,-.-------.--�---,.-�l----��-��---,I-I-----------1--- I� ; I - I I I I I I I � � . I I I I GROUND WATER ELEV.= -/ I I I � i [--...-,-----.--- -----.-�."�,---��,�,-,--�,-.,--.��,--"-,--"-,�"---,�-,-,-��-�.-----,-�-,-,�--,i i � I TO BE INSTALLED ON A LEVEL STABLE 40.0' ESTABLISHED ON TOP OF CONCRETE BOUND AS SHOWN ON PLAN. I I t�-..�.,-.--�-",-,--�-.,�,--��-�-----, I I I � I � I I . - .1 BASE. FIRST TWO FEET OF OUTLET I I I < 89.60 - 9.01 1 -11 . . 19. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION . - � I � I � 95.20 1 . � I I �� � . 11 I I � PIPES TO BE LAID LEVEL. � I I I 11 � : 4'MIN.-/ I. � I THROUGH DIG-SAFE AT LEAST.72 HOURS PRIOR TO COMMENCING WORK ON SITE AT I ' I I . I � � I � I I � I I I ��, ! CHAMBER END VIEW I I 1-888-DIG-SAFE AND ANY OTHER'APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES, , � � . EXISTING 1,500 GALLON CONCRETE SEPTIC TANK - I I � � I - CROSS SECTION VIEW � 11 I . TO THE DESIGN ENGINEER. I I � I I I � �,"-,f"-r I � TYPICAL CHAMBER PROFILE I I � I I I " ,�t,-r I- -rt--,�l�-,,�fr-,%� �-,���n-rli�!,�� - � I , � 0� , - �'-_� ,� - i j,-pj��j�,"��,, I I I '_k_�l � , �%,�On SEPTIC TANK PROFILE � - � LC-6 CHAMBER DET AILS � I I 11 I - I E L E"I'A-i I 10i"i F`i-,0 1'-'�,--�) 1 0 AkNI V%!%��O R K& � � H-20 DISTRIBUTION BOX DETAIL i � 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. I I I � . I � I I N'01rf'�' EN�-"'o,,"F'f " DlrL-FFRE�,!T. I NOT TO SCALE I , � NOT TO SCALE I I I � - NOT TO SCALE � . I I - � �'- . I I . I 11. No DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING I� �1, I � / � ,J::�W 'N", ,,3-,,, - I I � -1 ,� #7 ,r,-,qoz- "V,,-�,-, - --�, ,�`L�`- "- " ''" .1 -- V , "�,� � - - , , -- I . -'-- . " � I i , I � , - -., -', � I . I . � . I , I , <, L, -- I - , �,- -,, I -�, , � t � � I I . - 1 : I r , "'1111%,- -1 i,i. , ".,� �, - , I --, , - -� I TEST PIT DATA REGULATIONS. OWNERIAPPLICANT IS TO OBTAIN SUCH DETERMINATION FROM I � .V 4 ,4;",- � ,�,��,� ,__� , " I �, ;. -,,�,'�,,, � ,,� 11, I��, ,11 - -, . I t NOTES: � � I I I � I 16.� I -�� � - -- --,, t.� , " I , -" -,-�11- ' I 1� r. , , I � I � I , " r, _, � ' I i %`V%'.0", �,:-�-,-, _�� �, � 1 .I I � I 1, - -,;.i� -- � i� .-, I i�l '' "ft - I I I � - I � � EXIST, �&ELL i* , ,,��, I . 1� '1�1 ,� - APPROPRIATE AUTHORITY. I � I I I I I � 0 .-b'(,,,-\, ��:1 ,-, �-��'�Z;��: �'-; _ , . � , I - � 1 ,%,J- " 15051 � I I , � I . . . ,�-� . I , - � "I . � , 1) I i!'� ���",k,�� , � , I � I I /I I ,� , ,, '. -, - � _ �� -, '�--: .-i ,;.", I � PERG NO. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED � I . I � - I MAP I 08'LOT 002-002 � I I I 1 o�,, - ,." tl � -r..-!� _ . - --,;-�- � # , It - - - � -� . -'��'� "� I.- . � 1�-,� � -4�6� ! 1 1 1 1 , ,-- , .. , , - ' 76 - I 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF I ,:�)i �,,z� N i�e � ,r*"`,�- "�Z-t I - , - : - ,11, � -�--�,, , I -� c INSPECTOR: David W. Stanton, R.S. � I f. -t ,�,, .-"% �� _ � - I ` "t? '� - IF-, UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES,OR 00111A � EXIST, WELL I � I 1-0,- I - �11 �;.- - I - ,-�,C�-.� I I 'e- , , , -,�- , -� . t,�,� , � � I - ! - -��-,�--� � I 1� 1, I . � 4 ,�-... ... , I . I I , . I I 11 " %,�---�-�, -7��". -z,,t-V,-,- I >. i ,-r- , -20 LOADING. � � . � , . I ic a - -,. , , - - ,. , EACH SEPTIC SYSTEM COMPONENT. I W/ FAAP 108 LOT 030 / I -� ,- -, I , Z , -,-, e-,� --.:t _;,- , I �' "�"W � - -,;� ,,,�' EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYSIN WHICH CASE THEY SHALL WITHSTAND H I � - I I - I 1 4 71 - � --'-- I "-L I � I .,,:� . i I� �,�'� I ,--,�,�'.I�:" � 4'.1 1, ,�4 � I I I I I . � -, - y � ":.� - � ",1 , �11. - --- I I I I . I I I . *L - -') " - -- - 1 , .� ,� � , "'.14- 1,� I I � I I I . . I k--�:� - * -;4 ;5: � I I �I I I . ,-�, _ �, '1�. �7 , 11,11, :� ''�,� 13. DOUBLEWASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. I V"-: -��'., "zs� 't - I I � I I . I , �t _ L,- � I I I 't� - , , 'Oct I -c -, I � I I I I � I'll I 1 �:,;�7, -. - ,�--)�-�--�,,,-,-.�, : - ,,4 "" , . , � L� i f I I I I - , '! - , I , ,-�-,, --,�,--�- - ".", I� 0" ,- - 1�� I I - - -, , , ��-,' - ,�-, - - 0 " �-,- ", � : , PROVAL DATE: . 1999 � . '. 7 ,� � �� 4 /i- ,,--�--,,, ,�,�,�'--, �� (-7--- .,., .., " � 11 � I � I � - ��,-� , " '4 , " . ! � -�%,, � I I I , ,'� 4,4 -,�. - .- , . I . I , I I - I I I I - " -:�-;�� , Jlot�-_ j , � ,. 'A I Q,*.-,:� ""4-";�;�*�, � 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I - �-,,, ,�i�t,�� ,,, , - - -, ,�, " ,� 'e,�� . � / I I I I � � I ,� f � C.S.E. AP � 11 - 11 - � . - " . - ---- ST � . I � I -1 ��, . ,,,,�, , ,;�e;� , . . May 25, 2015 -SIDES OF LEACHING FACILI . , - I .� � I - -- I , , i " 1-��-I :1,,W1 ��� 1, �,#�/ I 'i - : b, ,-.� I I � I il C , . - -o=�- I- .� I I . 4"T `- . - ,,�k -:�%&�:, ", - I I , � .��, ,-, � � '- �, I ,-,-,-, �) - I -1 � -1 , ,�- 4 -.:,- � t� DATE: TY � I I :0�� . -,"�5- " , ':;�,� I I I � I I I ,-- ,�, - � ,�� . H /, 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF I � . � k Y WITH TE I - - I . � 4� - - THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENC I 11 �6 - � � ,- * MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL I � I I � ,iA! , " - � , I - , � � , I I I I I 1�1 I"�, -�-,. , " , I--- , 4 � � I I I I . . I 1.�,�:�7�I 1!-,--� " I-, - �- , -,�,,,, 1--::�.'�-�--,,! �--:--� ��i- �, )-��, , I I � . . I -� ��-i .. I I I � � I � -, - � . - -q��-,.)- , �- REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, I I I � ,�,,� I/ ,�,-," ,I - � --�k�- I 1�,-'� - � I -1 ":" _ , . , .;�� - , � PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL - / . ��", �� �,, ,� -- , "'� � I I I i,,*I-,, - - 1. I � - ,,- , I � I I I �i'� Y11�. '-� ,"--- IN. � I I " ��`%y�- .,t -- ��;,� ". -,"i, ,�t -, / 7 � � I . �', , �'p - �,-i,r- � , I , I I I I . � � - I � ), - ,I , ,�. � 1�-, t'� - -T,�-.� ,,, 1, � J/ TEST PIT#: I I � - , i, � ! , '.. - �, 6,�, '-t. , , I BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA., . I I I � I I I I 1 4," -i"� ,,�-- ,� --�- - , , % r . -Y V - I"C' , , RDANCE WITH 310 CMR 15.255(3). 1 11 I I I � 1 - - - , I .1 - -I 1,� '. ,-,% -'r. li, I t '�,�,- I � --- 1�1. . FINES OR OTHER UNSUITABLE MATERIAL IN ACCO . , , - � I fll;�, -�,� �A 7 ,j, i i f I � I if", -,�,Jy Irt � t , -- " ,Q -,, ,, I � I I I I I t 1, � I -� � ,5;,'�v,� - , , --' -,N,",� I � I . I � le - - I I I I I � I I I I . I I � I �, -- I *11S I , , -f �,i I � - ` � , I I / I I I - � - I - .7 ; -:-,O;�,-�, . -, I--,, �4-u- " , ELEV TOP= 100.6' � � � � . - 0. , I . I I I I 1 '-4 '�%,.'.�,�� ---, , , -�� , -i - - I " 1 , , , ��-,�-�, *,,� I I � I I I I I � . I I I r , 4�, �, ,,, 'I , - ,� , , - - - - 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND N ,,� ,V-�"O ,-�. ,."� -11 1-1 - �, , -, ,1.-<� .''", I 11 � I 1 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2, � � I � I I z I -r- �,��',km , I , � � . 'i �, , 1 -,,- � �I�---"--X I I I 11 � � I - , � ,jr ll - _if - - � . � I � 11 I � � i I -,'l-,�-1-�I",,", " '.� , I I"i 1, -1 -,:�..'PP4,��;:' �(� -, , ,, I I � I I I � , 01 I C -1�-�-'�.,, ,� �, , � - -, I SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. , � , -1 I I � � � , - - � I I I I I . I - - , �' ,i �. . .. � - I � I I � I I I I I I I I " ,- ., - , ---1-; �� �"�,,--,,�.'�, 1v*,�,,-,-,/ I I I i - , , I I THE GROUNDWATER PROTECTION OVERLAY DISTRICT OR THE ESTUARINE I I I . - � � � � I � I � Ili - .1�,,,11-1 "'ei" 1 _-711�-� "L"11111, A I ,"K �- � , , "i ,- ELEV WATER= <89.6V I I - �, ,� � � " 19 117 --v','-. -, 4, � , ,-� 1 16. PROPOSED PROJECT IS LOCATED WITHIN: , � I I I I � / I . I . � / ! I �� I 4 , ;,,L. "- -- � -��. " � - ,� - -- ""t -;-�, , ,;e(- -��-/',- - 1� � - ��'�(-- � I � � � � I I I I - �- ",I,: � ,,� ,,,:, ; � � '11;, -, , , I 11�-- 1, �- , � � � I i :�15--"',�,- "��"1*7 . I- , I I � I � I � I I I I - , , � �' , I I I I I I".11 - 1.-7 , - 1� ; .1 .1 � ,� -, 1, � I I I I ', � WATERSHEDS. I I � � � '�- � -�l -�, '' - . -z- � -�, " . � , '- -� I I I I � I � I � I . . I j : ,,,�t �, " - I , ----' ' N il- , .4 ,i '- i I,� I I � I I . � I I I 10- -- -.� ", I - , �'. �'-e , , � PERC RATE= 3 minJinch* I � I I I I I -� I ,,, � 11 I A ,1, � - -,- - - , 'tj -, �k, I I 11: lt� . � I . -�, " - , I'-- �-7=X - . - �- ASSESSORS MAP 108 BLOCK 002 LOT 001 . � � I I I � � - - - I ,!�� - -.1- , ,� . 11 . I I � I 1 I - I � " I .1, I t-'I'l-, - � � - 1 I I � � I � E - -- , � 100 \ . V, -1 . , V, , � t - ,-,�', fM , -7 1 1 � I � � , � � � I I -I ""o')o --� �- - ,-�- -."n", , -, -, �, � 4�1 11 - I I � . I � ,;� - �, -.� ,�� , ,, ,,�, �<,, i -!��- , :,7�'w!, ,,,(, ,,,�i ,r,. ' -- , I � 'T . * " ,,�-,� �, �-1r, ti; %.� �., -, I � ,,�, _� -�� - - - - ,. , -�%,P v,j , , 11 I � � I I I . � -� -, I ; -�-�,' ! IL I I I I I . " 4�z---�- , 'y'-, "" � . �. r�� - I I . i IF - � � (40,WIDE ED(�t �:� - , �, - I � - G A L�.C,N,�S E PT i C' T P"kNI K r- OF pAVEM 1�- , , -� -t, ,!,:� � - \ C, � � I I ------- , - r , .; . -) � I 'APES TRAIL � \ � Ex i,z,frjo �- , Lfi,youn 11 I , ! tx-.7��..., .-",:7� -, ", -,1, ��,�\"�`,,., � ifill DEPTH OF PERC= I I - I - I I , , , � - 'I , ,", ,- �.. " ,,I I OWNER OF RECORD: US BANK TRUST N.A. I I I I T- r- �-Z -�". ., ,�, , - , -- ' � L --J 1- C I 1�-S11 G�,11--, 'r�� ,-,# � . N-4 . I \ , f'l jj-�! T�-kS I ---- , , � I - i � - , "i , y ,'.,';'-'- :,,,,-� I 1--'�7N01 1* , "-.1'� i I I � I : - � . V- I I I I � I � . I I - , � - I 1. I TO B E,UT i I f 7 r - - -- I- --I 1� � 47��:,,�� -'.'. i 7-�'- , �,�t.'.- , ,-',;��-.�,'�-,.��--.�,."�-I �-.11 �-'- zi�',<,��i--� , . I , . I � / � , �r"��:l,�-,-���,* - � ' '. .. , 1- 1:1 I'll , 1� , (� , "', !',:',�d, I � I � I . VOLT ASSET HLDGS TRUST XVI I 11 I I I I . . " I I I ,� -�.� I-�,-�'-- , . - . -m. I I I � I I - I 11 �\ I 1, �,71f��.;, I 1 �1111-�--�*, �;"k,11".f"', I %: �, ,',;,' I � I - I ., � , ---- ----_ 11 -1 11 "k, I .1 ,� ,-"' , I ,::�-, �, --. 11fNt �'! -�. , �"-1,4 - - , , - 113801 WIRELESS WAY � I % \ Benchmark I I �� I I I I � , I I "" , , , , �')" ,�.� il. - I.- �' I � TEXTURAL CLASS: I --.�Z- -------- , - ! �-Iilk-7'�r��`�n,-- ".1-- -',,� ,--- - - , � -:� ;',-�*.",��:�Z -Y!, �l 101 Ji %�:l �- 4 f f` ,�,-�""-,--,� 1; ,'� ""t, I � I - - , � --4. - 1. � �I I I I I - - , I I*'i, I ADDRESS: I I - ���,�---�,:-6--� 1" , - 11�, � 'i 4',�*,*� I � - , I I 1 I .N ,�,,,� - - , I * I I .-- off - I I , -, I � I . I I I �1' ,-s"; - , - I,- 91 , �)J � I 11�41.,/'-i --T I I - ." f �,,�',�-,",11��,�!�- , - - �, , � 1 100.60' � V \ � - \ ---------.:------�--� z \ I * � � - ���-" : ,11V -11 I 11 V - , �i_r� 1� � I . . I I I I � "I � I I - 1 ,- - - , f - .,� -� I . � I I I I � - - "' , --� -;,:- "' -1 '�� � . " �t I . I I I � �, :,,I ��. , - --,t, It " j� � I - -� I \ 1 7 ", � . I I , , ', ,� , -- ,� "I Loamy Sand , � � ",;� I I I , I .0 . - I - � . , _.,> , �, - -�Al - --.-� � � � � --- �� - - ,'- r ,; * "�,-T*,- I I I . I I � � . � ;, I - "�-, A/E I I ---- 102- / � , �-- - .,:",-", i ,� � �_�, , _ , .. , -, , I I I FEMA FLOOD . I. � -� I � � I � . ,:, �;, . ,-_`�4z",��', - - ---- , Ji , 111�. ,,*�.- - I \ Elev. = 104.4' , - - /, - ",�, C p. " - � 0 , ,!�J�; ;x;1�11�1----�-, I ., I .,�, � , � � . I \ , I I ,T ,,4', f 11 , , � I �� . 1 OYr 3/1 1 . I � I Top of Con --� - )� / I I \/ , '� � f I OKLAHOMA CITY, OK. 73134 \ \ - 'I �-,---, 11 � I 11 I It", 4-A, - A , �-,-- k- � --� P � I I I - f-- R=,,�:iii'5 D � . � . I\N% . 1- �, -"<-,V- � ZONE X I I - 1 61' 100.10, I Assumed I I &M-0-ow I � - � N -- L-!�� LO us �- . I I I , . , I - . / - 0 � � N. I , - . . - � �'� 1� I I I 11 ,_% , , N 1, I 11 - , ��'.,, ,� ' -1 , I I I � I I . � � I � I I - \ � . -1� , \1 I I I I r--r.,90�-) � I I I I � �"* ,�, -� I - �:�. --�-, "' I ,- �- �, ' . I �" :,J.,*4r�?, I . COMMUNITY PANEL# 25001CO534J I -�, _: I I I -, � I " ,�!�,��,,.,O� 1'1���,- L. I . I . � _ - , I\ \ ,� I \ I \ , �� I,1111;�-- , I ,� - � A-� �,-';-- / I.i::;:"�1 �-�- - I I I I 11 - Loarhy Sand I I , I I � � I I I I I I I I I � I X , -11�1 .1 I - 11 -I � 1- ,� - - �'I-,' I I I - I � '�'��� 01 � -��,�,.�-.��,�-i'-,�-,'�C7-,��+,_-.,- -I -��"N � t , I I - � I I / / I - I EXIST. I I �� I I 1-11�� 1. . I .. �� ' 'I', -�: /. , - :' 1-z!SL � B I - . 11 I .� . - , _:;7�7,�*N ,� , I \ I /' I ...� � I I I , -e�- � - � -,- '%-,�:!, t � "� " .4',", --�'�,,- .� �� I 1 0yr 5/8 � I � 17. DEED REFERENCE: DEED BOOK 29432, PAGE 122 � I I I � �, �., r I � -,, :6 1 ;7 � , � ---. � , --,-,--'.., � /-, w , z�, I - �-,�4� �� I\ I I ,'� ,� %�,,,,,�, , - ". , , , -, ,,,, , _�j) . . I . I � � I I \ IQ N4i I / \Ai'ELL T, .� , � 10 I � � . - . I - _,. --, 7 I 1% %I Vol. --� -, -.- - � I I I ' ' ' , ,.�t � 'I' , - 0 1 I I I I � I I . , - � � '-'-L � - 1� I -'�- -1 11 `�, f- ,-�--� BOOK 462, PAGE 33 � 1, I � I _-� , " 't�--,-�-,:-:�� .4L110- -'. . , . �� , ,:,j��, , - � \ k I / \ t, ,. , -',,�7�-. . t-11 I / \ I - .-t, � , 3611 97.60' 1 '11 � J � " , 11 . $1, ..,;. ---., - !*,� - I .r% " ,,-�I'% 1t;yL-'1, I,.Z � . I �' Ili 1z, I- * " 11 I I"-.-� I , , <t. - - -! I k . X L :, -1 A -1,11N I 1-1 -11) 3" RIE,�,,I'l-)VEID, -�, -19 . 'I \ ,� �z �x -, , ��- ,,�� -`� I �., - �";,a�,�v,__ ,� , X, D-1`-,--'X ITOE 13 n� �r -- ,� 18. PLAN REFERENCE: I I 11 : � I �7., ", I 1, - - 7, , -,� ,-,,�,=- � I � -- I \ \ . " V REE (TYP I�Iqn,A / / Ill\ 11 40--i , , , ,F",� �-, I r,- ,., . y7t , , , ,-F�1- I 11 I I I � . � z it?� , I t, �� - I-, ,,,� � 1� "I-�)!�"""-'O-"� ' � Ot A ,--;�, - � I,I ...... , , -- W , ,�. %* * I � I I 11 I � I - ,�, - � . ,-"3 "k- . .:�, '�",-. '�";! ; k,' .�, /� . , 1 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. I IV6 � I � � "I,�f -, ,V ,4 If,, ,!�� ..�j���- ..",, -- -, �- -, / " �'� I �,�-"..�', � , 1, I . I I I I 4/1 .(1-7 � ) / \ I \ ,���I-,,r-----/ ��o ,� � ,,� - I� .,I�� --- I , , � �G t j;, -7 ,I-'' '! � \ 1i I� '� � . I " - �11�11��11 "I--, 1�," �. I 1�' �"- I �� C0 t? " � -�� - -Z� , I , -- t\0 �k - I :�� :�-,,I,, _,,,,, ,,%, -,' - - - , , � J,��-,',-,--`X-"�,,� -N: - - � I I � . 1, � I V- �- : � I ,, , 11z I N,� , . - I - -��-�,,I-� � I I � I I ,- I . - I , -N*4! -,��'17 I . . -,4 1 1 1 , - ' , , � ,N,*`� --� , , -L'i" ��1-4� j �,�IC, : ", t�,��� -- 4 - - � ,.tj I � � PROPOSED 4"PVC VENT; ' C��1-3� A --�� / I , / )'�'�� '-�, I ��:- �, � � - ol- A 6?� \ EXACT LOCATION PER OWNER \ I 04- ",-.�� _/ 1 4��,:/1 � � - , 1%� , I I � - , , - ', , -11 9 .", - �-,;:�-�f-"-:"'--ol ", ,�'<,�,�f,i-,-� � , "�11,� 1.;N,11 � -%111 z - A '' , '', � ,,�'"�'/4 9#,r I" , -, I , -- - -- :��� 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY � , � I I - - , '* i", �!�, -I- -�� e, ,�,,,-, -.,��, I I , ,f-:,. ,.- - - - -�7 �', . ,k,4' - I - .I'(7---).- ,,;---,-�,�,-,-,-"; ,`.,�, p, ,,�- - % - " � " - V� - I FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY I I -; . 1� - , . - ; - 7;:;�, I- L _r .,,�,�7,� -'I'44,-;�_,�),;i I �- L� � 111:; I L�,- �_! � r , � / - I __--;-, . - � I -- ,0 ,--',4,--:,?� ,"-- , ,� ,�6 � 'j -, -� ,- , . I I --� I� 91�`,- -1 � \ / -4,7'�(-,�;�--�-, , ,- , , '�-,,'�� � ' I % I I \ � I / ,�Vc�c�- i ilr- , I - 5 I',- P1 t,,A,-7 1 D ----/ --- 1-�-Z- ., �1� . ,-- �1�i-�,-,,��ei ?X,,,*�"7��, _, I I f 1\ , k . - , -, �,, - � I� I� �- - . ,I -, � I- ��tf,/_ _ I � .. . I---- � �- I i . -,,- -:,�---- , t , - 1: . I , I Y" i C1,411%`- P'TTO - jl�, � ,.,,�,' , I I I -5L,l / \ I-, \ - /\ / � - )11��,,1:, � I ,�,f-, I � I , " FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. I I I I � - - - - il ,"-, -., - �"-,-.-,�J--'�' 14' � �� ," I I I I - 1 1 �V , , . r I. 1�, 41, I - ,��, e . I I , , , � � . I ` i �,-,:"/,,,'- -,,- I � F'I",r ED'All TH C LLEA�N, --CIA R'S,a I ---1-1 /1, �---�?(��, � J� / / I? I - -� � I" , .1 " ., - - ----�'�','-" j-- - - � � , . � - - - \ NC Ax I I I - "I--- I 4 - 1'-V � 1�, ---�� I k , 1. , - .,. !�% ;� -- , t.- 1�11 I I � 11" ,3 , � --� � , � --` "'? I . -.1, � - ,� .1- , I 1; ,�,, �- I 11,�, 1� � 21. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSION TO A � � � I -.�-r I ----- 1�-:, - -, lz, _-,�_ * �." -Iil"-�C�-, -.0- -Z�, I "', . ,-"' . , �, . � I , IN, I ,I � I 1�- -�� --��;, " 111k-� - -�Z I k .. - f� -,.;,-� Med.-Fine Sand . . I I I I I It - , ,�� ---.;, � I � 4" �, C I I \ - � I . I��.�--,-."7"i-,�,�--,7�-,i;',�� , , , .-�, , - , , ,; ,4��,,- �. � r I � � - - I - � 1z 1. �� 0 -,�- � 'i" - ,,,,-1 I - 11 � . I 11 . I--I I-I I-". , , �'A.-, -'I-- I �---;- -:!Ttv I . I . � - , .--- -, -� I �, , � , " fi I . I I I I -��,,�,��-.'�Q�j �,�,.,%' P) ,4 s�1�*� I \ 91 -�� %:, ,: I INSPECTIONS. �, "jA ::� � � " i, 'i, � '�- i- I " ' � I � �""--' ,� "OF FINISH GRADE. A , _4;-;,� � ----1 Z-'�,�- 11'1,;� q�,"j.", --, - �,,,j&_, ,.,;"r-,:f�,�t,�-�,, I -� , I N I I I - - � � - I , - -- � - , - I I �. '�'�?, �%,, .1. p,� . 1� - - \ , \ I .A r '-'.�S.'�,--,i jf,� -� �� � ,.. ,.1 "1"7 1 � �, c 1� I"') \ '4 � N - �', P". ,,-�-,-: ?, � "", � , ,,,,D' fr'�R 1',%IN') I 0- j�� � -1-1�-.� , " � , I 'A N,�'� 0',;,`_'�j),-j , ,;",- .i02 N 11r, -� A* , � I ES -) A N' I, \1, I i 1, �� ---,�1�3 I--- ( , / if,,�S) . / ---- 7 1 6 ]� I DEPTH OF THE BPTTOM OF THE SAS AND EXTEND TO WITHIN 3 , \ , ,�- , . � 1-.r:.,"�� 2.5Y6/6 I ", , I" 1-7'110-r.-'11�, I \ .--�/'� / I ---, I . � :- REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR � ,-,D � --7�'� - " " , -"�, , - J, . 4 , - � I I I � I . . 1-� I ;:Z11 .11 .;. " I,A-,�-11 .",,V,r,� , (Traces of Silt � I I I I I "R � ,�'�,.��,-;.�--7�-%,��,--- - --t��---.,- 4-1. � 1. I ,� I I I . I I I r-- ,\ --;---C�� 1) 6" \ ,.(,§, Jr.----,' 1-11, : I ,W;, �171 1 11 I I � I I I I . I � 1, � \ 5" � � I - . N.,., --,�- ..-..-,---- , ,_� I I I ;�,i, ,,,��,� , I I - I . I I - , � N 'r! I . �,�", � � � �*:" ,:, -t�,7�-,';,��`�� ,.� V, 1; �, �,19�;�I � Some Boulders+ I � I I �y ,,,, -, ' -- -, ,� -,! -'-:�- �, ; -i' ,,- " N", , , , ,� P CCORDANCE WITH 31 0 CMR 16.401 -15.405,THE FOLLOWING LOCAL UPGRADE I \ I \ I \ , ,�, � \ ---�,� I 0 1 1 ----_ / . I _, r / I 1 4 " ,-� ,-7 � , 1�,�,, , I�, e- �- 5' -,-�, I 1 I I \ ,-�'!i- - " 6 z --,- , 'k.--. -�, - , ,V � - ., , I I I - -11 - �,-�'\ \--.-- / , ", , - I , , y � � � I 01 C� t " �, , . . �� , . � -.", r4 , � - - ly I I � I I . ", , � ( �- I , . Cobbles) I I � oo I , f , , :, 1. TED FROM 310 CMR 15.221(7)AND 310 CMR 15.211: � I .1;1 I I -� � . � I I 1� � I .1 � - � �-; - ,- , , \ I 1� , (��4 MAP 109 b -�v --;-,7-.; -,,-, -, ,I- �, "I" I - I .\ � �q_ I --- - �,2- �& r I t , 001, � �,�-,"� �" "- , � .�,% 7� , -�,- 3� � ,� I � 0 - ,�N - �- � , ',�, " -�4..��,,n. 1 4 i , -- 1" " ,- ( ;!� I � I I APPROVALS ARE REQUES I TP-1 ,/ -- , 1-,,;j��1; ����-�� M I I \ 7" � �-- \ , , I I \ 11 I-,-- -:�� ,�,_I�� if � I I \ I I .1� , I I I I -WAIVER(3.00--6.00')FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. I � I ��,- ,�� , N- "1.11 , I '-,, OR (z 4� 1 1 z BLOCK 0 1 3 1 a I I � I I ,2-,J� I -, 11 � I I V 11, \ ,/ - ,� (1.) A 3.00 � � '\ k \1�1\ t �Q I :91 . ), ��,r : I 4 1;,(/�I P 0 1 � (2.) A 1.00-WAIVER(3.00--4.00')FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. , - ,\1 OOx6' I ".'i"r,", 41 I I � I � (& � , - � � . , 11 r'", *I-- �4�-I 0 1 1 � (i " LOT 007 1 1 1 1 1 � I I 1-� /'\ �,�% \\" \ lkol , , PROP. H-20 D-BOX ��,, / , -"v I 0� - I I \ -1 �,. ---- //� ,�(6�) , � I I \\ � , -�i � ��; � . I I I I � . I I I - I � � \ - � W -36 I I I I . 1111, " � r�� '_1 z 1�� klzi � I I I � I I I I I I I - I � I I � . I � " � " NA ���n�b;VO I rl 9 -4 . I I I , 19 , - 23. THE FOLLOWING LOCAL VARIANCE IS REQUESTED FROM THE TOWN OF BARNSTA I I I I 1,111 ;: .1 ,,'\ I ", , I I I Z11 I . I I BLE'S � I - I 11 I I I I I I , *111� I -�1--,5-1----- I � I 1 15 ---- --) , 10;�y z � Ui M I I I CHAPTER 397: WELLS REGULATIONS;SECTION 397-2: 1 1 � � 1, � �\\, - N::�01 kz , I . � ,,,- : LOCUS PLAN � , �j I , , � 13 1 89.60' \ ,�, 413 X11q I I - \ -'� "\ : i � �� , 0 (n , I I ' � I I i \1 -,, \ ',��, ',' � -1�, -NO HCA 0\ \\ \ z 1---11 01 � 11 I I I N-1� 5" \'�/�-"-,�'��,'- P-2 \ (L.X� 1!r I / � // ,." , I .I--, . I I I 11 � I No Mottling, Standing or Weeping Observed, I - 1485) FOR THE SETBACK FROM THE PROPOSED LEACHING I I � ; I I � / I i I 1 OOx6' �� � ,,-,, � � I- � :� SCALE: 1"= 1000' *PE I (1.) A 1.5'VARIANCE(I 60.0- I I � PROPOSED 6 LC-6 LEACHING I -,� I � ;i,4�'L -,�� I i- - 11 I',, /// ...-- � I I 1100, I I I . I I � � � R SOIL LOGS DATED NOV. 1, 1990 11 I FACILITY TO THE EXISTING WELL LOCATED AT MAP 108 LOT 030. � I I I . .I - . I I I I � I _j �, �, - 101� I I ' '. (PERC No. P7654) I I I I I . I , I I , 1-1, � I I I I I , EGATE . ----C � � "i/ile'l/ , \%"-. e 1-�, , ��� � '11 .1-01 I ,-**' � I I I I I I 11 I ! ----------I----- -- I I . (.I,- �,, 0 I I I � I I I I I I � 1� I X" � 1--*1 I I � I I � I I I I I . I � � � I / I I Jr Il'l �,. �' , I.2" ' � I "Ill --- �k .---� � I , � � ...............O .-I'll I ,� I 11 1� i DESIGN DATA TEST PIT DATA I I � I I I � I LEGEND , I I I � � �, � I I I I 11 I I I I I I � I \11 / I I I I I I I I I I i � . r � . . I ,. -- U I �.-1�� � I -1� -1 I I I � I � I � � PERC NO. 1 . I I . I . - I I � I ! / Uj I -- -. . 0 I \� i # 115 1 1 � . I � I I I - I . I I I � .I I�)) I ,\ I I ---� � I I I � I I 11 � i I I 504' � � EXISTING SPOT GRADE � I � I z I I � -10.01 - 11 -:'L,�,��--,,,._;_-,, "I --� - � - EXISTING - I � � I ! I INSPECTOR: David W. Stanton, R.S. I . . I I I � � 11 I I � � . I I I . -, -� , � I I I I I . � I � I � I I I I < 1-� 4) -,� I - .1 1 24 1 I � � I I i NUMBER OF BEDROOMS(DESIGN) 3 1 1 1 1 1 � �- /-,o j ni I \ , -�', I - . .0 11 I I I . � I I � I � I � I EVALUATOR: Michael Pirrientel, EIT,C E , - - 50 - - , I EXISTING CONTOUR I I I I I I � � I I / & , r-_ 4 I 11 DWELLING 11 \ I . � I I . � DESIGN FLOW 110 i I � I I � I I I -1 I I � I I ,� I G4i S � ---�-'�-�As -�-- I I � � � I I I � . I I ---___ -, -,,.� I I � I 11 I. I I I I . � - C.S.E. APPROVAL DATE: :' Oct. 1999 1 1 'N CO 0 I � - ,.,, I I TOF=106�6`± 7, . � I I . I -k C-� a >. I PAI,Et)DRjVC �- z: A I I � I . I I I I 1 . � � I I I � I I I "I'l'"'I'll'"'I'll'll""I'll""I'll",'ll""I'll'I 50 PROPOSED CONTOUR L I 0 ,,, //" I / I � -11-1\1101 I I I . 11 � I � I TOTAL DESIGN FLOW 330 GAUDAY , . I I - 1 - � I ; Z5 \ � WAY I 111� k � I - - t DATE: May 25,2016 1 1 1, I � I I I I I I � I I � I I I � : -1/ I I I I I I 1 3) 1. I I � I �1 I I I I I I .� �� I I I 1 1660 GAUDAy I �, I I - I I I I I I I I I I I � I '11� I I � . I � 112 I7501 .. I . PROPOSED SPOT GRADE I I LU � V) � I . 70 �� I : DESIGN FLOW x 200 % = I 1. I I I I I 14 0 1 ,9 � I TEST PIT#: I I I I I � I � �� , >- I � Co � 11 . . � 11, I I I I - - I . � I � I I I ,� � -1 .1 I � I 11 11 '11 - - I I - I I ' ll � I 11 � �t - � "� I � � -- � I - .,/ 0 1 1 . I , I � I - - 11 "" I � I � I it 0 0 . I � I . ' 11� � I - . - - - 17- - EXISTING GAS LINE I � I I I I -T .;9: � � . � t J�k � I I ,;�/�) 11�1 I I I I I I I USE EXISTING 1,500 GALLON SEPTIC TANK : 100.60 1 ,_,,Z-- I , I I I I - 4z �- C� I 11 � I I I I I I I I - I I � I I � I I I - � � I I I ,It I I . PROPOSED � I / --1 I � 0� 0 1 1 � I I I � I I I I 1 11 I � . I I � I Z_ I � 11 I I . 41 1 � I I I I I I I - I i I I � I I <89.60' 1 1. I- I I 11 I Ir \ , I I ---, � I I I 1�?%ONO'�'11 I . I I . . I ELEV WATER= - E/T/C I I EXISTING UNDERGROUND UTILITIES � 11 I I � I � I I I I . I I . I I � I - . I . INSPECTION PORT I I � I 11-1 I 11 I `*,� I I I I � I! I . ! � I . � - I � I I I I I. . I . I I I I I I � I I I 0 � . I I I I-- � I I I - . I I I - � I I I � . � I - I I � I I 11 11 �� I I I . I I � 11 I I I I I ,� � I I � I PERC RATE= q � . I I. I � I I � I 'll I I 11 - � � � I I - I . I I . I I I / z I I I I � , � �I . I,---- I I . I � I I "-� I � I . � I I I INSTALL 6 LC-6 LEACHING . I I I I I I - -W�I - - EXISTING WATER LINE � I .. I I � I I 11 I � I I I I � I � I I i I � � W - I I I I 11 � I I I � � I I I �, � I I I I - I I . I I I � I I � I I I I,'---, N�-, I I I � � I I I � 11 � I . �� \\ � 1 � I I I I I I I I � CHA DEPTH OF PE i I .11 � . I I I 1 I I � I I 11 - � � / I � I 1 I I . I 11 1 111--"411- I I I *1� I � I I .1 I I I . I � I I I I I . RC= i I I I �. I I I I 1, ,� . I I ". I I I 1 11 I I I I �I I I I I - I I I . I I ; I . � I I � � I I � I ,, I � I I . 1 I �, TEST PIT LOCATION I . 2 . I I I I 1---1 *-� - � �, I I -!� I I I I � . I . I I I I . - 0 i � I i � � . 1 . 61 1 1 1 - I TEXTURAL CLASS: I I �I I � I I I I I � � 0 I � I I ---1 I ',�, I I - I � SIDEWALL CAPACITY - - . I I I I I I I I I I I / I a � \�, � �-, I �1- I I 1� I - I I I I I I � � I I- I I I I I - I I I I I 1-... I I I I-,- I I I � ----] - - I I I I � I � � I : I I C%1 V- I I--, '1� 'I-, � 1--�. 11 ----- (LENGTH + WIDTH) (2SIDES) (THIGH) (0.74 GPD/S.F.) = GAUDAY i . r � 00 CV) I I I I I I � I ---- � I I I E 0 1-� 0 EXISTING 1,500 GALLON SEPTIC TANK I - � � / \ ,�3 \�' . � / I 1 41---, I'-- -, I I -.-- ')(2) ( 1-) (0.74 GPD/S.F.) � �I I I 1 � �,�,--� �-. I I I I I I � I � � � V- , I Av � = 72.5 GAUDAY � � I � , � 1 ;1031 \ : I I I I � I - - .-�, (40.0'+ 9.0 I- I I ;--------j I , � I I I I � I I �- � 0 1 1 1 � I I I I '--,Ill I � I . 011 I I 1 100.60' 1 1 � � I � �. 11 11 - I I � I I I � � I I W I I I I I . I I '� I ,. � - I � I I PROPOSED A,,SOLID SCHEDULE 40 PVC PIPE , � I � I - I . � / , � z � "\ - I I MAP 108 1 1 11 I 1 BOTTOM CAPACITY I I I Loamy Sand I I I I 2 , .S , � I \ I � �T- I I I , �, � I I � ill--, . I 1 I I � I A/E� � I I I � I � I I ,� I 11 I I I - 11 I � I I 111 . I I I ' ll 11- 1 W I I BLOCK 002 � I I � I I 10YJi � , I "I I I � I I � I � � I � I / - � vj I �- I 0 I I I/--,- � - I I (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY I I PROPOSED H-20 DISTRIBUTION BOX I \ . 0 1 1 . � I . I 6" 100.101, I I - 0 I - - � I � � I . I I I , I � � . cunj I LOT 001 I L� 4'---, � I � I � � I I . I I I � I I I I I � I I I � I I I z � I I I I \ I (� ji�l � � I (40.0'x 9.0') (0.74 GPD/S.F.) = 266.4 GAUDAY � I I I I I - I � LL 0 1 46,088±S.F. I I I � I I 11 I I Loamy Sand I I I - � . I I I I I 11 I I 1--10' I LL I \ I I �U- 0 1 � I � � I 6- I I I I I IB I OYr 5/8 ; � . I . - PROPOSED LC-6 CHAMBER I I � I I I 0 0 �- I I I � ,� I I I I I I I I I I I I � I . I _J10 I I I I � - I 1----fe I � I I ! - . 11 I I Ell . I � � . I I 11101 � I I ii I , I I I 1---161 � 36" 97.60' . I I I I . 0 \ \ I I -j -j I I 1, TOTALS: . - I I 1 . W I I I I I � I I 0 00 � I APPROXIMATE LOCATION OF ---��v � I I I � I I W1 . . 11 . -:� 0 1 . I 1 6 � I Moved SAS farther away from wells&changed to LC-6 � I I I i� . \ . . 1 � I � I I EXISTING WATERLINE TOTAL NUMBER OF CHAMBERS 1 6-11-16 MCP i JLC , - I I I I � � I � I 0 a. � . - � I I . I I 1� . � � .I I I I � < . I �, � 11 I � I I EXIST, SQ.FT. � � . I I . I I DATE I BY I APP'D. I I DESCRIPTION I I - �- �I � � � � I I � � -112 1 1 TOTAL LEACHING CAPACITY 338.9 GAL./DAY \ U ---0 TOTAL LEACHING AREA 458.0 1 1 11 I � � I � I � � I � . � I I I I � . I � \ � I I � I I � I . � WELL I I I I � I I PROPOSED SEPTIC SYSTEM UPGRADE � � � I � � 11 I 1. I � I I I I � 11 I - � I : I I \ �I . I I I I i I I � � I � I I I I I I � I �I I I I I� I � I I � I I I I PREPARED FOR: I � � � I . I I . I I � I . I I I - I I � I � I I I I x I � I I I I I I . 11� � 11 I . � .1 I I I � - I I � I . � - I � I . I Med.-Fine Sand I I I I � I I � I I I ISO I I I � I I � I �I I � I I I . � I I . I I I �' . I I I C 2.5Y6/6 �I I I I I I CAPEWIDE ENTERPRISES I I I I I - I - - I I I - I I I , I I , ! I I � \ . I . I I I�1. I - I. N870 04'2 - I . I � . . , I I I I I I . I I . I I . I I (Traces of Silt+ I 'I I I I I - I I.- . I I I I I � . I � I I � I . � I I I I � - -, I , 236.19' 1 - I I I I I I I I I I I � Some Boulders I I . I . LOCATED AT I . . . I I I I I - � I I I I I I I I � I I I I � I � I � � I I � I I I - I Cobbles) I I I I - �� I I .- I I I � I I � I I : I � I I I I . "li . I 11 � I I I . I I � -1 I .1 I I . I I � 11 15 NORTH WINDS LANE. I � I I I iI � . . I I I I I I i I 11 I I I � I I I I WEST BARNSTABLE, , � : I � I I I I I I � : I I I I I I I � I MA 02648 ! I �, I I 11 � � � . . I I I I I � I I I . � I � � . I. : \ I I I I I I I � 11 . I I - - I ! I I MAP 109 . I I � I � � � - � � I � � � I I � � � � I I I I I I I � I 11 I I I I I � I I - I I . SWING-TIES I SCALE: 1 INCH = 20 FT. DATE: JUNE 1, 2016 : I . � I . BLOCK 01 3 1 1 ,� � - I I . I . I I I I � I � I 1� - I I I . I � � I I I I r I I I 1 132" 1 89.60' , � � I I � I I �I . 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