Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0016 CROOKED POND ROAD - Health
16 Crooked Pond Rd. i Hyannis A=291 - 152 , i TOWN OF BARNSTABLE LOCATION SEWAGE # M VILLAGEER v�,vt �-� A SESSSOR''S MAP & LOT �r INSTALL 'S NAME&PHONE NO-7D N� SEPTIC TANK CAPACITY f - LEACHING FACILITY:. (type) (size) � J �� f ®✓ NO. OF BEDROOMS BUILDER OR OWNER 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 � � �� c� � � ...o o —m _ C� � ,� ..e � � �, �� ` „}� � �� 1 r Q ' � � ,. ,.�. r; f No. Fee �V'® THE COMMONWEALTH OF MASSACHUSE='TS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplication for Mi5po5a[ *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) XCornplete System El Individual Components Location Address or Lot No-4\\o C,Kbz� ( Owner's Name,Address and Tel.No. Assessor's Map/Parcel 291 1 ls2 SAME Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 'ROber{'S Sjp p c_ SQwloe SKflY tr�1V SACS. (048-s3\0 sag--+9(0(o Type of Building: Dwelling No. of Bedrooms Lot Size IS,000 sq.ft. Garbage Grinder(/f/A Other Type of Building No.of Persons Showers(,V/) Cafeteria V ) Other Fixtures L ewor M}ht z aAe rs 'S%n k_t Lnk3nCki;.A Design Flow Aft 440 gallons per day. Calculated daily flow 449,92 gallons. Plan Date 5 Number of sheets Revision Date Title P=A C 5u►6-�r—M U Size of Septic Tank�,XtS-t. �Q C CL. Type of S.A.S. 4 " 3050 IMlitunATOQ$ \'L' x 3S' X 2' Description of Soil *Is !!Z C Nature of Repairs or Alterations(Answer when applicable) 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 provision of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has b issu by t is Board of a . igned Date .3 Application Approve b Date �3/ S Application Disapproved for the following reasons Permit No. Q00 5 `�� Date Issued . 9 No. 5 Fee /es THE COMMONWEALTH OF MASSAO;HUSE TSEntered in computer: -� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Migpdgaf *pgtem Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 1 N k.C, e\,Lip r1 Owner's Name,Address and Tel.No. Assessor's Ma /Parcel p 29 is°z Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. \Z' ©be.c- p kc SdCS- (n4�,- Type of Building: r Dwelling No.of Bedrooms E,,,;4 Lot Size /S�000 sq. ft. Garbage Grinder(tjlA _ Other `Type of Building /� No. of Persons Showers(I/) Cafeteria(✓ ) L Other Fixtures ��,To?,�' , K i c e r . S,�1k LGy > it J Design Flow 0 gallons per day. Calculated daily flow 4g69. 92 gallons. Plan Date 1 r'\ x 1 C,5 Number of sheets ` Revision Date _ b Title U:�C,e�'G�P Size of Septic Tank 1 --, G ) c- Type of S.A.S. 30 SO r to S _ Description of Soil b Nature of Repairs or Alterations(Answer when applicable) 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 provision of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has be issu by t is Board of a igned Date AD131 ,0 Application Approve b Date j/b/3/ S Application Disapproved for the following reasons Permit No. Q(00 5 S-S Date Issued /a J3/ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CT FY, t pat th On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded oa ) Abandoned( )by I'�S r✓ at e Y U -nr7/5 has been constructed i/accord nce with the pr I visio s of Title 5 and e for Disposal System Construct.on Permit No. 6 _5 5-5 3dated /�/3 I �~ Installer /LP— Designer The issuance of this permit s all not be °o strued as a guarantee that theeystelm � do as designed. Date Inspector THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Dig;po.5ar *pgtem Conotruction Permit Permission is hereby granted to C�onstrut( )Re it �U rade( �Ab nd on System located at Hua t()o) i 5 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructiog must be completed within three years of the da eof this pe Date:__ � Approved I 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, hereby certify that the engineered plan signed by me dated_D �b.5,concerning the property located at And !meets. all of the following criteria: • This failed system is connected to a residential dwelling only. There.are.no.commercial or business uses.associated with the.dwelling. • The soil is classified as.CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or.may conduct deep test holes and percolation tests at-the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The.bottom of the proposed leaching facility will-be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information). ©,00 B) G.W. Elevation Q+adjustment for high G.W. .3. = Z 4450 . DIFFERENCE B TWEEN A and B SIGNED : DATE: pj NOTICE Based upon the above information;a repair permit will be issued for bedrooms maximum.. No additional.bedrooms,are authorized in the future without engineered septic system plans. zvv a q ASeptic\percexemp.doc Town of Barnstable °Ft"E r°"y Regulatory Services Thomas F. Geiler, Director wuvsreatc, t � MAS& �0� Public Health Division A'ED 1i 9. Thomas McKean,Director .200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Desig ner Certification Form Date: Designer: Shay Environmental Services, Inc. Installer: , Address: P.O. Box 627 Address: ' Tvel.rAzy�' East Falmouth, MA 02536G � A Ong '`'ce3 was issued a permit to install a (date) (installer) septic system at ( .,Vjivec1 '{�tc , i based on a design drawn by (address) Shay Environmental Services, Inc. dated . (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. g 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. w �yI"OF Mqs s CARMEN N, (In ure 0 E. SHAY No. '1181 GISTe��� (Designer's Signature) (Affix De- i tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH 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. Q:Health/Septic/Designer Certification Form < C. TOWN OF BARNSTABLE LOCATION .I (0 C_ SEWAGE # VILLAGE ASSESSOR'S MAP 6z LOT9/_ INSTALLER'S NAME 6i PHONE NO. SEPTIC TANK CAPACITY ,l a= LEACHING FACILITY:(type) P��'-C645% �ir- (size) NO. OF BEDROOMS PRIVATE WELL O .BUILDER OR OWNER ��C l�e DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No 0 o � a o ® o � o x -lip 1 -� dql THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiou for Diripooal Workii Tomitriirt"ton Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at: GV'o0 ----------------------�-�----:........._----• ---.....-------.Pam.--_•-.-_-- ------.--------- ... .":___.._........_.....-----.-.------..--.--------- Location-: ddressor Lot No. VL� # -- Owner Add ess a �' C-l�!!p � �L 'O, D -`-f`-......1�2y` 't¢j---------------------------•-•-- ---•- Installer Address UType of Building Size Lot.............................Sq. feet Dwelling—No. of Bedrooms----� ___________________________________Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building ____________________________ No. of persons_________-_______-.____-____ Showers ( ) — Cafeteria ( ) dOther fixtures --------------------------------------------------------- W Design Flow....... ________________________gallons per person day. Total daily flow...�V... ..........................gallons. 0: Septic Tank I-Liquid capacity/opgalIons Length____-____ Width---- ---------- Diameter................ Depth................ Disposal Trench-- No. .................... Width.................... Total Length.-.................. Total leaching area....................sq. ft. 3 Seepage Pit No....-J--........... Diameter-_-.-4� `-_-_-- Depth below inlet................ Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. i................minutes per inch Depth of Test Pit______..._______-___ Depth to ground water........................ (mot Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 04 ........................................................-.................................................................................................... 0 Description of Soil-....................................................................................................................................................................... x U Nature of Re airs or Alterations—Answer when applicable..... ------- ___ _____ ________".0.0_0... . Agreement:. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.i i 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. Signe -L ✓- > ..�.��J ------- te Application Approved By ........ (J {... .................. .....................................:..... .��`.-/. .-.�-� Application Disapproved for the following reasons: ...... ... .................... . ............-...........-......-................. ...-........-..........--..... .................................:.:.:.......................................................................................................................................................................... ........................................ �Permit No. --...... ..3 � ��........................... Issued .---- - -.....--....................... _........ te...... Dare .ci+...♦ -w+��l.r[�.N..���".w.. 'f�...�'+�.�.Y'.jr.y�iy vs.1.+�-Y"-„��y+v v:wy a-._.. v- .r �•..� y .. - .yam.. �.... �, � _ � _. _ _. THE COMMONWEALTH OF MASSACHUSETTS y BOARD OF HEALTH TOWN OF BARNSTABLE Appliratintt for Diripwial Works C owitriirtion Permit 'Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at fro....,\G --------------------------------------------- Location-:\idress or Lot No. ................... .r.- ----------------•---••••............. f-�:/.�4 dl/��== ................................................Address W � l..... i0«nc�� V• A_J Installer Y Address d Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms..........................................................._..._._.._.._Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons._.--____--___._-----__---_- Showers ( ) — Cafeteria ( ) a' Other fixtures -------------:........................................ W Design Flow........7..?...........................gallons per person per day. Total daily flow---�J_.__X`?.._.......................gallons. 9 Septic Tank• -Liquid capacity/�?C�galIons Length__.'K........ Width........... Diameter................ Depth................ Disposal Trench—No. .................... Width.................... .rotal Length.................... Total leaching area....................sq. ft. Seepage Pit No----- ............. Diameter._.-. ..... Depth below inlet___Z�.�._....._. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f74 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth'to ground water........................ W 0 Description of Soil........................................................................................................................................................................ W V .---------------••-------...----•'..._......---••-••••-•----'---•-•-•'•-•'----"•-----•-••••••-------.....-•----•-----•-••••-•--•••-•-----•--•---••••-'--••---•-•--•-..................._......--........ W UNature of Repairs or Alterations—Answer when applicable._._.." l�- .:•r�•..ie.._ 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 byy-the board of health. JISiUgned ............ Application Approved By .......... - Dace . ................ Da.Y...-. . 1 Application Disapproved for the following reasons: ....._................... --......................_--- . ..._.. . . .._...........---....................... ......................................................:............. ....._............... ............ ............ .......................... -- ................................. ........................................ Permit No. f.-.-7�-. ...�.�{ ................ Issued ...- ....................................................Dare...... Dace -=—,e-----.------�.--.-——...:—.�—E.——_—rf a cs——._»-.6-,;-a�..�—'-'———..—.—ors—Hs._..w THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE TQrtifirate of Tompliance / THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by ..........................-- ....... er ! - :-......�__>. _ld .. -..- .'' -I-° ........................................................................................................... ..insrdu .. .... .. .............1- � ;:.. - - .........._............................ at .. ..................................... _ �...v...(:...::........- ._.... has been installed in accordance with the provisions of TITLE 5 of The State Environmental 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 .. .._.............. _._ ��..... ......j .. Inspector ...,..... --------------._._.... .......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Rap anal nrk dun tri uan lermit Permission is hereby granted....._ ..........................f°. r ..... � -1 ................ to Construct ( ) or Repair ( L..)-an Individual Sewage Disposal System at No... 1iJ /. t! < IG U) . 1 / �, n n= --------------•••............. A I Street as shown on the application for Disposal Works Construction Permit No.�\ � Dated........................................... Q \ �` Board of Health DATE _..... .(.wn . ��----- v FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. VENT PIPE (A Least 24 inches toll) SECTION A -A ®6AtvT,11.NA Z 10' min. from 40 PROFILE VIEW OF LEACHING SYSTEM ALL OUTLET PIPES FROM THE r� Schedule PVC w/Charcoal Oda Filter DSTRSUTION BOX SHALL n4so y. Existing Foundation [house to septic tank SET LEVEL FOR AT LEAST 2 FT. 12' -' CONCRETE COMER u .- �+•k e" -' A D-BOX cover must be Septic tank covers must De Not t0 Scale _ ,�_ I "`e - y TOP OF FOUNDATION= ELEV. 100.00 (Assumed) within 6 in. of finished grade within 6 in. of finished grade ----Grade over Septic Ta,k - 9&50 Gods over 0-Box - 9fl.50 ads over SAS - 99.00 - } .�. /- J• of 1�" - I/i" /ee*e!!•eeobne - -\ KNOCKOUTS T --• v :.a..- b•oW..•..-,.._.1i 1. Q.,d'L c p/E ,•n.., i y a/4' w 1 1/2 ' Weaked CirmAhei sue. •l' •\: I s. ou / s s- < S i 4- PVC (CAPPED) INSPECTION PORT TO BE '� x` / OUTLET ' ,� 12' INLET c i •. 0.02 _ 3 MOLE H 10 .. INSTALLED AND TO MATHIN 6' OF GRADE ST. BOX 3' IA.- Cover Tap OF System- Elm. �95.75 _ I Y 'sb 16 Crooked Pend Rd ...- :. ��. c 2 snly Son - tn 20 EXIST. 5=0.01 or creator . _ rxic . P ui N 1,000 GAL. o t5 - 5` per loot -t5 s'FROM EXIST. FOUNDATION rn to SEPTIC TANK 0 ! -. -- 0.01' - 4' - $CH. 40 T t 75- 5 o „ 5. �� Effective o 24" Bffeclive PLAN SECTION CROSS-SECTION > It H-10 M �, CONCRETE FULL FOUNf]A v ; u ,n o, }2' f Sidew all r + -- J 9 0 o > a, 0 4 Units a 7' = 28• 6 in.of 3/4--1 1/2" m 1 - o 3 HOLE H-10 DISTRIBUTION BOX compacted none o, 4' 4' '� �• • r wc,: SYSTEM PROFILE i n NOT ro SCALE c i o u 4 -� (7) t'1GT .. +• Not to Scale - c c I wit i ; 12' u -- 35'------_-- o'JBS Red 4tkw•t�r•�e,v oa1oe'k7aREo t Effective Width i Effective Length GENERAL NOTES 6 in.of 3/4'-1 1/2' a a, compacted stone a S❑IL ABS❑RPTI❑N SYSTEM (SAS) NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE ° INFILTRATOR MODEL sJ50 <H-20 LOADING)/ SUMNER DUNBAR 1. Contractor is responsible for Digsafe notification, Verification of Utilities m o and protection of all underground utilities and pipes. z (OR EQUIVALENT)w 2. The septic tank onq distribution box shall be set Bottom of Test Pit = Elevation 87.50 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30" /EFFECTIVE HEIGHT IS 24" level on 6" of 3/4 -1 1/2* stone. Obs. Groundwater - Test Hole 1& 2 Elev.= None Observed 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation Design Calculations by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. Number of Bedrooms: 3 Equivalent to 330 Gal./Day 6. If, during installation the contractor encounters an Garbage Grinder: No 9 Y Leaching Capacity Proposed: 440 Gal./Day Minimum (AT CLIENT'S REQUEST) soil conditions or site conditions that are different Septic Tank : - 2 x 440 Gal./Day = 880 USE EXISTING 1,000 GAL. Septic Tank. from those shown on the soil log or in our design SOIL ABSORPTION AREA: Using percolation rote of <2 min./inch installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. Bottom Area: 0.74 gal/sq. ft. x 420 sq. ft. = 310.80 gallons 7. No vehicle or heavy machine shall drive over the Sidewall Area: 0.74 gal./sq. ft. x 188 sq. ft. = 134.12 gallons y n' Providing: = 449.92 gallons septic system unless noted as H-20 septic components. 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Use: (4) 3050 H-20 INFILTRATOR CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, 10. All solid piping, tees & fittings shall be 4" diameter (4' W x 7' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND Schedule 40 NSF PVC pipes with water tight joints. 3.5' OF WASHED STONE ON THE ENDS. 11. Municipal Water is Connected to ALL OF The Residence and Abutting _. NIF TOWN OF BARNSTABLE Properties Within 150 Feet. P E R C 0 LAT I O N TEST THE PROPERTY LINES ARE APPROXIMATE AND co COMPILED FROM THE SURVEY PLAN GENERATED BY O WHITNEY & BASSETT, RLS OF HYANNIS, MA Date of Percolation Test: OCTOBER 11, 2005 i ENTITLED "SUBDIVISION PLAN OF LAND IN BARNSTABLE, MA" Test Performed By. CARMEN E. SHAY, R.S., C.S.E. _ 1 - - HYANNIS, MA" DATED DATED MAY-1962 (PLAN #314034-F BLOCK 6) Results Witnessed By. WAIVER (per Barnstable B.O.H.) f00.00 TEST HOLE I I AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 2 EXCAVATOR: Shay Env. Svcs. # I IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Percolation Rate: Less Than 2 MPI 0 48" ,� ELEV.= 98.50 I ! 1 I THE SEPTIC SYSTEM INSTALLATION. Test Hole 22•//"LEST HOLE #1 Test Hole / ELEV.= 99.00 I i EXISTING LEACH PIT TO BE PUMPED OUT ANDFILLED IN PLACE No. 1 No. 2 --10'-- DEPTH SOILS ELEV DEPTH SOILS ELEV. -4 0' / 35, 21'h� NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 0 99.00 0 98.50 4" PVC w .•r_atti T.�.�: \ APPROX. LOCAT�ON FROM THE EXISTING LEACH PIT TO BE DISPOSED Sandy Loam 1 < �r?f;�5 arm: '" _ D-Box \ OF AS PER BOARD OF HEALTH SPECIFICATIONS. Sandy Loom Vent I I OF FUTURES 10 YR 3/2 i° YI' 3/2 1 \ 24' x 32' i O THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Ae 98.25 0"-9" Ae 97.75 \ �7. a.: <Y•�� ^c �} 1 ADDITION 1 Sandy Sandy w \I ASSESSORS MAP 291 PARCEL 152 Loam Loam,o YR s/s r 10.8'-+r� 1 LOT #3 LEGEND �,ED EXIST. ,DOD GAL. 0� Failed ,o YR 5/fl LOT # 1 � SEPTIC TANK / // \ Leach IPIt 9"- 48'1 Be 95.00 1 9-- 42" Be_-, 95.00 Medlum I Medium Sand Sand �� 104X1 DENOTES PROPOSED 2 SPOT GRADE5 Y 7/4 2.5 Y 7/4 I \� / I 1 I a 132 G a2"- 132 c, PROJECT BENCH MARK - I \ I I TOP OF FOUNDATION I \ I i x 104.46 DENOTES EXISTING ELEV. 100.00 (Assumed) - I \ t I SPOT GRADE r--- -- --- - EXISTING PL PROPERTY LINE 3 BEDROOM DECK z r 96 PROPOSED CONTOUR HOUSE t Q I - - -- /,-- - / I 1 X w I 1 - - - - - -97 EXISTING CONTOUR - - -- - , #16 i I l o > ( 1 Perc #1 Depth to Perc: 48" to 66" t // i I Q 11 i � DEEP TEST HOLE PERCOLATION TES& Perc Rate- 2 MPI LOCATION / I 1 1 -- OBSERVED H2O Elev. = None Observed LOT #2 1 I 15,000 Square Feet +/- -----, J I1 � _ 0 6 FOOT STOCKADE FENCE 2_18' DIAM ACCESS MANHOLES r - P LOT PLAN i OF PROPOSED SEPTIC SYSTEM UPGRADE INLET - - THE ACCESS COVERS FOR THE SEPTIC TANK, ' ------°------ ----J ------------------------- ------- PREPARED FOR ou T asTRlBunoN Box AND LE!M COMPONENT ------1------------- L-- SET DEEPER THAN 6 INCHES BELOW FINISHED I -{ _ - �,• GRADE SMALL BE RAISED 70 WITWN 6- OF CR O O KE'D POND ROAD M R . B R U C E MILLS II FINISHED GRADE. _ --- - - - -k,- INSTALL TUF-TI TE GAS BAFFLES OR EOUALS (40 FOOT RIGHT OF WAY) AT STEEL REINFORCED PRECAST CONCRETE # 16PLAN VIEW CROOKED POND ROAD 3-24' REMOVABLE COVERS i 11 , HYANNIS , MA e=min.T J2•m��t to outlet 6• ,,,, t I,r IleFt 1- a%N PREPARED BY: INLET t0' I Lpud laud I OUTLET l j -- I, M 5' -7- ---� 1 1 5. 7. �/` R E <� CARJIEYV E. ,SHA Y -a' min. -+ L•wa depth o a.Dam0 20 40 50 HA ENVIRONMENTAL SERVICES, INC. a - 3 ° :310P.O. BOX 627 f s sTE�"� EAST FALMOUTH, MA 02536 8'-0" 4' -10- CROSS SECTION END-SECTION 4NITAR�P TEL/FAX : 508-539-7966 ' TYPICAL 1 000 GALLON SEPTIC TANK SCALE: 1 "=20' SCALE: 1 "=20' DRAWN BY: CES ATE: OCTOBER 28, 2005 NOT TO SCALE PROJECT#SD822 FILENAME: SD822PP.DWG SHEET 1 OF 1