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HomeMy WebLinkAbout0136 ABLE WAY - Health 136 Able Way Marstons.Mills. ._FIR 046. 127[3 ,�A = TOWN OF BARNSTABLE !:+-CyATION . SEWAGE # U(,3 VILJUAGE + M ASS tXP & LOT INSTALLER'S NAME&PHONE NO. . I ,I ✓ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 146, Lord i2n (size) �,�� i 2'�� X I NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: \-,i-`n COMPLIANCE DATE: d 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 � , � �� � _,.. l' � � . p - � _ _ 0 � � � . _� - -- �� � "r�c ��� ��r ��� .�� r No. !� J 3" U Fee If THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0(ppYication for Mioaal *roem Conttruction 3permit Application for a Permit to Construct( )Repair(I✓)upgrade( )Abandon( ) ❑Complete System fi�444dividual Components Location Address or Lot No. 13(o A e - 0 s 1 S Owner's ame,Address and Tel.No. Assessor's Map/Parcel 0 qL .,_ y 3�� U.T�&k V.;.* �rci✓'Tkqr,L Installer's Name,Address,(Tel.No. V Designer's Name,Address and Tel.No.w Type of Building: Dwelling No.of Bedrooms Lot Size� q6)sq.ft. Garbage Grinder( ) Other Type of Building of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 2b gallons per day. Calculated daily flow .�. {`-C 1 LI:F gallons. Plan Date HD-0- Number of sheets Revision Date Title Size of Septic Tank STt Nt�i.DOo �`a Type of S.A.S. i`I=L o r�-�Z�Z�' �r�T(,P Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: DESIGNING ENGINEER MUST SUPERVISE INSTALLATION AND CERTIFY IN WRITING Agreement: THE SYSTEM WAS INSTALLED IN STRICT The undersigned agrees to ensure the construction and maintenance of the afo QNWa!1Q P"dje disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by his Board of Signed al Date Application Approved by Date / Application Disapproved for the following reasons Permit No. Date Issued (IZA63 No. �► 3 3 ` l s � Fee 50 THE'COMMONWEALTH OF MASSACHUSETTS / Entered in computer: b Yes f PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for rigpogal 6pgtem Construction Permit Application for a Permit to Construct( )Repair Vf/upgrade( )Abandon( ) ❑Complete System dividual Components Location Address or Lot No. 13(, 4 bk t. "t , fv\}I ` Owner's Name,Addressssand Tel.No. Assessor's Map/Parce1 ()44 Instaalllle�r''`s�Name,Address,and Tel.No. Desig`ne_r's Name,Address and Tel.No. vi 0VY�lt.�`tvL... �v '�. �� tc�c��157 '�t ww.;� ✓`'�Kt Type of Building: Dwelling No.of Bedrooms Lot Size q&. sq.ft. Garbage Grinder( ) Other Type of Building A2.-tyt't&.;,No.of Persons Showers( ) Cafeteria( ) Other Fixtures ?. Design Flow 3d gallons•per day. Calculated daily flow :3 gallons. Plan Date WO-0-3 Number of sheets , Revision Date r- Title �.— Size of Septic Tank �,�. ��s nr�._(/Job�,►� c �, Type of S.A.S. 0.4f. Description of Soil Nature of Repairs or Alterations(Answer when applicable) _S''Ae, TT'ire c An,,S) _ n ft , Date last inspected: A 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 Certifi- cate of Compliance has been iued by his Board of Health. Signed Ir // (Il Date, Application Approved by 1 = ,• _ Date' G Application Disapproved for the following`reasons f Permit No. 200 3—O 3 Date Issued elFW THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS ' Certificate of Compliance THIS IS TO CERTIFY, that the On-site,Sewage Disposal System Constructed( )Repaired( )Upgraded(--IAbandoned( )bye�r�uCS.+r� at 126 ft\,�Ve_ U,M has been constructed i accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2 OO 3 `O G dated l 6 3 Installer Designer (' The issuance of this Bern it shall not be construed as a guarantee that the-system will funrction as de i'gne�sd., �+ Date N °� D Inspector 'j V --------------------------------------- No. Zoo d(3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwtgoal *p!5temCon5truction Permit Permission is hereby granted to Construct( )Repair(li)Upgrade( )Abandon( ) System located at 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:Co sttruetion must be completed within three years of the date of this p t. Date: 0 163 Approved by a � � ;ter• TOWN OF BARNSTABLE c LOCATION SEWAGE # 2og3 og VILLAGE—. 1 ASS I & LOT7-�-� INSTALLER'S NIfUAE&PHONE NO. be✓ e SEPTIC TANK CAPACITY LEACHING FACILITY: (type) C Lai (size) -,'?A )II X f NO.OF BEDROOMS BUILDER OR OWNER _ PERMITDATE: \q-`n--2�- 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 I � i L i i ' e FORM 11 — SOIL EVALUATOR FORN Page 1 of No.: Date: 1/2/03 COMMONWEALTH OF MASSACHUSETTS Barnstable , Massachusetts Performed By: Carmen E. Shay Date: 1/2/03 Witnessed By: Waiver Location Address or#136 Able Way Owners Name: William Derenthal Marston Mills,MA Address and #136 Able Way,Marston Mills Lot# (Map—46,Parcel 127) Telephone Number: New Construction : X Repair : OFFICE REVIEW: Published Soil Survey Available: No ❑ Yes ❑ Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Surficial Geologic Report Available: No❑ Yes❑ Year Published: Publication Scale: Geologic Material: (Map Unit): Landform: Glacial Outwash Flood Insurance Rate Map: Above 500 Year Flood Boundary: No ❑ Yes F Within 500 Year Flood Boundary: No a Yes ❑ Within 100 Year Flood Boundary: No ❑ Yes ❑ Wetland Area: None National Wetland Inventory Map (map Unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions (USGS): Month Range: Above Normal 1:1 Normal ❑ Below Normal ❑ Other References Reviewed: USGS Topographic Map DEP APPROVED FORM 12/7/95 FORM 11 — SOIL EVALUATOR FORM Page 2 of 3 o.: #136 Able Way, Marston Mills MA Location Address or Lot N y� On -Site Review Deep Hole Number: #1 Date: 1/2/03 Time: 8:00 AM Weather: Sunny, Cool Location (identify on site plan): Refer to Sketch Landform: Outwash Plane Position on Landscape (sketch on back): Refer to Sketch Distances From: Open Water Body N/A feet Drainage Way N/A feet Possible Wet Area NIA feet Property Line 25' feet Drinking Water Well NIA feet Other DEEP OBSERVATION HOLE LOG Depth From soil Soil Soil Soil Other Surface Horizon Texture Color Mottling Structure, Stones, (inches) (USDA) (Munsel) Boulders, Consistency, % Gravel 0" — 6" A P Sandy 10 YR 3/2 None <5% Gravel, Friable Loam Friable 6" — 36" BW Sandy 10 YR 5/6 None <5% Gravel, Friable Loam Friable 36" — 156" C1 Medium 2.5 Y 7/4 None Medium Sand, <5% Sand gravel, Loose Parent Material (Geologic): Glacial Outwash Depth to Bedrock:None encountered Depth to Groundwater: Standing Water in the Hole: None Weeping From Face: None Estimated Seasonal High Water Table 156" Assumed — No groundwater Observed DEP APPROVED FORM 12/7/95 I FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.: #136 Able Way, Marston Mills, MA Determination of Seasonal High Water Table Method Used: ❑ Depth observed standing in Observation Hole: N/A inches ❑ Depth weeping from side of Observation Hole: 156 inches (assumed) ❑ Depth to Soil Mottles: None inches ❑ Groundwater Adjustment: None feet Index Well Number: Reading Date: Index Well Level: Adjustment Factor: Adjusted Groundwater Level: N/A DEPTH OF NATURALLY OCCURING 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: Yes CERTIFICATION: I Certify That on September 17, 2000, (date), I have passed the soil evaluators examination approved by 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: iO 16 FORM 12 - PERCOLATION TEST Location Address or Lot No.: #136 Able Way COMMONWEALTH OF MASSACHUSETTS Marston Mills , Massachusetts Percolation Test Date: 1/2/03 Time: 8:30 AM Observation Hole #: #1 Depth of Perc 36" — 54" Start Pre-soak Would Not hold 24 Gallons End Pre-soak Time at 12" Time at 9 Time at 6" Time (9-6") Rate Min./inch 2MPI * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Performed By: Carmen E. Shay Witnessed By: Waiver Comments: Would Not Hold 24 Gallon Presoak - 2 MPI i IL Site Passed X Site Failed DEP APPROVED FORM 12/7/95 SEA, - 20- 01 13 : 52 BARNSTABLE HEALTH DEPT 5087906304 t' U2 sr2srol ' : OTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM hereby certify that the engineered plan signed by me i ztee concerning the property located at � f—)knk �-�q— M —` meets all of the fCl:o��,ng criteria: This failed system is connected to a residential dwelling only. There :ire no .or=ztrzia! or business uses associated with the dwelling. • PT e soil is ciassl,ied as CLASS l and the percolation rave is less than or equal to 71:nutes per Inch. The applicant may use historical data to conclude this f3c, or may -:onduct pre:trnwary tests ac the site without a health agent present. • ;here :s no incr:ase to flow and/or change in use proposed • There are ,to variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen l,? i--et aoove the maximum adjusted groundwater table elevation. IAdiust 'he nundwater cabie using the Fnmpcor method when applicable] Pie3se complete the following: �.I -rrip DI Grounc± Surface Elevation (using GIS information) t� w' Flc�at:or 50 -)TT-ER.FiNCF BETWEEN and B S. D _ DATE: (All NOTICE asec ��c)n me above irformacion, a reoair permit will be issued for )edr^orr.s o a ,rr,ur. ;ddlu��nal bedrooms are authorized to (h,- future without en,tneerec i.epl_. plans. --- — I-.:11•!r:0C( pom mp Permit Number: Date: Completed by: HIGH GROUNDWATER LEVEL COMPUTATION Site Location: I Vk4 Aisk ( nQ-4 . M AQ.STC04 91,1"S. �A Lot No. Owner: (,Jj 11`(C,M�pca rsaCh�,� Address: nn- - A Contractor: tA-1 ,J 4�,n\). Address: 1ACM �., Notes: STEP 1 Measure depth to water table tonearest 1/10 ft. .............................................................................. Date month/ yly ar STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OAppropriate index well.................................................... �J OBWater-level range zone..................................................... i STEP 3 Using monthly report"Current iWater Resources Conditions" determine current depth to water level for index well ........................... morkhlyear 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) Q Q determine water-level adjustment .......................................................................................... v•C� STEP 5 Estimate depth to high water by subtracting the water• level adjustment (STEP 4) from measured depth to water �� Q levelat site(STEP 1) ............................................................................................................. •O i ��ti 01/09/2003 12: 04 5085480796 CARMEN E SHAY ENVIRO PAGE 02 CARMEN E. SHAY (509)-54e-0796 ENVIRONMENTAL SERVICES, INC. P.O.Box 627, East Falmouth,MA 02536 January 9, 2003 RE: Certification of Title V Septic System Installation: Residential Property— 136 Able Way, Centerville,MA Dear Sir or Madam: On January 6, 2003, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at 136 Able Way, Marston Mills, MA, based on a design drawls by Shay Environmental Services, dated, January 2, 2003. XX I Certify That The Septic System Referenced Was Installed Substantially According to the Plan I Certify That the Referenced Above Septic System, Was Installed With Changes but in Accordance With State and Local Regulations, Revisions or As-Built Plans/Sketch will Follow. The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is Required. If you have any questions,please do not hesitate to call the undersigned at (508)-548-0796. Sincerely, CARMEN E. SHAY ENVIRONMENTAL SERVICES,INC. of MqV^`^ CARMCN E. SHAY 181 Iz Cn E. Shay, R.5., C.S. A President ANI7AR�Qi s IR\ SP r LOCL,TION ' 5EWOC4E PERMIT UO. INSTNLLER 5 YWAE.� ADDRESS -2Lc BUILDER 5 Q & .IIE l.DDRE SS Dt.-%'TE PERMIT 15SUED DATE COMPLI &MCE ISSUED : _ - _ s,� � �. ..,-- �5 �.�- 4137 .`... :% • J� �. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration -for Diopoottl Workii Tonotrurtiott Vaniit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal S stem at ion-Address 22 2 or Lot o. F O ner Address ,Wac ��-4�-lLe � Installer AddressY / d Type of Building Size Lot..E9.�_�..f* ....Sq. feet Dwelling—No. of Bedrooms........ . .........................."Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building _lam_ .meµ_ __ No. of peraotts-_.......-"_________________ Showers ( ) — Cafeteria ( ) a' Other fixtures ___.. ------ W Design Flow............................................gallons per person per day. Total daily flow.............................................gallons. 04 Septic Tank—Liquid capacitAn-0gallons Length---------------- Width................ Diameter................ Depth...._.___.._.'.. xDisposal Trench—No. Width-------------------- Total Length___________"----__ Total leaching area....................sq. ft. Seepage Pit NoIP©D Diameter-------------------- Depth below i let........ ......... tal leachin area-"".----"".-."--"_sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ��,. a Percolation Test Results Performed by-------------------------------------------------------------------------- Date--------------------------------------.. Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......... ""_-..---- �14 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water...............-__-----. Ix •----------•--- - -- ---------- -/-- le---- ------- 0­ O Description of Soi�- f '- - - - ----------------------_-- V - r4---- -- "--"r -- ----------------------------------------------------- ------------------------ x -------------------------- ------- - -1 z------ ......•-•-•- ----• cl'� U Nature 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 Article XI of the State Sanitary C de— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ssued by the hea th. Signe _ � �" ��' � Date ......................................................... Application Approved By-------- -----------•-- Date Application Disapproved for the following reasons:..._.....--•---•--•------ . -• -------------•----- .........-•••----------------•--•-•••-•--•---•----....----•-----_.........••-----•-•--•-•••-----•- ...........................-•-•-•-----------•---------•--•---•----•-••--------------•-.--••-.----- Date PermitNo......................................................... Issued........................................................ Date No.............. ........... Fim$.............................. THE COMMONWEALTH'OF MASSACHUSETTS � .rt BOARD O.F�HEALTH` Appliration -fur M!ivulltt1 Works- Ton.vi#rurtion. Vrrnlit Application is hereby made for a Permit to 'Construct ( .'. ) or Repair ( ) an Individual Sewage Disposal System at/ \1 Location,Addre s or Lot Owner - % Addresses W r....1 L..✓ ' A�.. u r l.(� .' ,J-(�GC... u'J • Installer f Address• � f QType of Building r Size Lot::2 ' _-- -�z____Sq. feet Dwelling—No, of Bedrooms .......................LYpansron Attic ( ) Garbage Grinder ( ) :•Other=Type, of Building -_ter..............� _1. No. of• persons-. ... __,.Showers ( ). Cafeteria ( ) � Other fixtures' f .._.. I------------------------_-- - - ------ --- Design Flow _ -_:. __________________gallons per person per day. Total duly flow ___-__ :______________ -.--gallon~. WSeptic `bunk=Liquid capacity `r'galIons Length___-. __ Width:;------- ...... Di=uneter......... ..-__ Delith:------ x. Disposal Trench No. ff4.___-___ Width Total Lengtli __._:___-- Total leaching area sq. ft:' Seepage Pit No., iameter--------------------- Depth below inlet . ......Total leachiiig are.t __. -______sq. ft. 'Z Other Distribution box ( ) Dosing tank`( ) L,? r ''C ✓�/,,��''� �` —G `%G aPercolation.Test Results Performed 'by---- -. - ._ -_-_- _. _________ Date____ ---------------- _ , a Test_Pit No 1----------------miritrtes per inch Depth of "i'e�f Pit __:------------ Depth to ;round water.................... _._.:_:- _-__:..- (� Test Pit No 2 ____________minutes per`inch • Depth of Test Pit____________________ Depth to ground`water-_ --------------------- -____-- - a' - / .-- •-- -------- O Description of Soil ................................. t L#--f�--z---------tg r' r✓ %'r.;..�-�� /�, _ I�11 c�� r% rt. ° s 3 sir �', V. �' ------ --- -- _ ............................................... -__- -- -- - -'`� •-----_--- V Nature 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 Article NI of the.-State Sanitary Code'— The undersigned further agrees not to place the systein.in operation until a' Certificate of Compliance has-been issued by-theboard of health tSi ned ------ •--- ` t --- ----- -_-- --. .._._ ........................... r t ��,,+��' Date Application Approved By------ ,%'---- -.G f f T �.t±.?�'!_ .,. .............. ��i �' • . r ➢,--------------------------------------% iDate Application Disapproved for the following reasons:- ------ --------- -------- ------_-- -------- ----- -- -_-_____._-___----• ------ -------•-•---•---•---------- ------------ •---------------- •-•-----•------•--------------- •----- -- -------- -------------------------------------------------------- Date : PermitNo---------------------------------------------------------- Issued........................................................ .. .- Date . THE COMMONWEALTH OF MASSACHUSETTS 7 BOARD 'OF-',HEALTH f OF........ �'�`�d � `.. .. .. ..........1 ...: _ Q:11,rdifiratr of �nm li role THISiI� TO CERTIFY,/That the Individuals Sewage Disposal System rconstructed (' ) or Repaired ( )N ............ -- •------- has been installed in accordance with the provisions of/(\rficr�XI of the State Sanitary Code as described in the application for Disposal Works Construction PermitNo�:-:-.':`__. . :-�_�c--�- __. . dated ,�____���` .: _-:�_�_ THE ISSUANCE OF THIS CERTIFICATE"SHALL NOT BE CONSTRUED AS A GUARANTEE THAT TIME .SYSTEM WILL FUNCTION SATISFACTORY DAT1 = Inspector ..� L-G�G- —r—,� TY � \ THE COMMONWEALTH,OF MASSACHUSETTS. to BOARD OF ,IHEALTH DiqVialittl_Warkg,Tow/ itrur•#inar rrmif Permissiori is hereby granted _----- ...................................... ------.� - ~ ......... ........... -------•---•--_.... to Const`ruuct'(, ) or, Repair (�) an .Individual Sewage Disposal System ----------- ----- at No j ------ ------• ----• •• ------.................................... -- ---- - ---- Street, t / as shown on the application for Disposal Works Construction Permit No`- .� :__:______/_>'Dated . ----- -1.. -t -- .................................... /o— / Board of Health DATE. - -------- ................................................. r . FORM 1255 Hoess & WARREN. INC." PUBLISHERS 1 O r?to / , J T viArt /iG*/ ffa.x / 7 7, ,3 7 c!` ypo»ti �rrr /moo vo / 1 coX/ GriSl ' _l .C_ d T Z 3 " 12 3, ¢3b f 1. Fe ,Lc T ✓ vo ry Yrr r»�r� C....c Oc, i , ' G7' K ; 1©0 tb �' o l V, W "! t CERTIFY THAT THIS PLAN SHOWS 1, ti THE ACTUAL LOCATION OF THE � � E STRUCTURE ON THE LAND AND C !go ' 40 THAT IT CONFORMS WITH THE ✓ � G _ _ _ _ _.� BY-LAWS OF THE T WN de yo f t2477 .s od7 4 el /.T ' Q i V. j y i tPLANOF Lam /CIA R S T GN M/L 4 S MASS. - kr / OWNED 13Y ,4�>' �Z1% OF g �%A OF M4s F vt /� FRANK RANK FRANK GONERY 5 TREI4TON ST. No. 6231 CONERY CAv �COfV$R3�v kYANNIS. LASS. 0201 A� ptCGl57tIlCL16paj" vt a LAN0sU0*VEY0it 5u v yo `ss�oNA L /9 7 C SCALE t tee -Za F't'• `��` y I ' 1.� _�, ,_ � - v' �a 4 SECTION A _..A � Q 1 2000 .. - ALL CUTLET PIPES FROM THE I in. from "1e m amPIPES 4 4 P.V.C.P >I>' ' TRBU ION Sox'sHAu NOTE. ALL I ES ARE TO BE , SCHEDULE 0 G V ON ``TU LEACHING :SY$TE as w 1' : house to septic tank PROFILE iN' OF ADDITI ,2 CONCRETE COVER 3 Existing Foundation SET LEVEL AT LEAST 2 FT. o: v " - - T Septic coven must - Peoston .� .. :SI Sep 3 Of 1/f3 , 1/2 Washed < O 'within 6 in. of finished rode - * : _ q0-T ' + .• •,., 2 9 4 to 1 1 2 Washed Gushed Stone 3 S G 3/ / i X Grade over Sepik.Tank - 98 ZS Grade over'd-80. - 97.50 --fxode Over SAS-97.00 r KNOCKO r rt C t2 INLET� � :. .:.. • : :..I hootSt•S 0.02 3 MOLE H-10 / . ScDIST. X 3' Moxinmm cover ....,. .. . an t- 2 .. - 'EXIT. 5�0.01 or � Top o,SAS - Elev. .9e.00 H 10 Greater -.:.- - .. ..' ,5. - t �a� EXIST-PIPE �� N ,.h '1,000 GAL pp S� 0-01 per foot e 5 4- SCH. 40 T L7S �4. FROM EXIST. FOUNDATION Ld SEPTIC TANK H-t z Effective deP1R it 6' . 30' , . P SECTION CROSS-SECTION a o � � 6 Units e PLAN SEC 0 CONCRETE FULL FOUNMT > °i "' rn 1' STONE UNDER CHAMBERS 3 3, ,°n 1 30' F� a ! n r I H-1 DISTRIBUTION BOX: p 6 n.o, 3/4'-1 1/2- v n rn rn 36 3 HOLE 0 D S 0 SYSTEM ROF LE i cam fed stone > ° NOT TO SCALE MAID > T • It , n Effective Length Q A^'`'_'11 Not to Scale c o _ U S f"I. > v 4• 4' _- c' C 2.5 - _ SOIL ABSORPTION `SYSTEM (SAS) 6 in-of 3/4`-t"1/2' 10 I compacted stone Effective Width o - - A TE °f"pO m CULTEL MODEL 125 (H l0 LOADING)/ SHOREY PREC S 8stltAr+_Qt_Iealtiek_1_ELe�_d b9__--___. (OR EQUIVALENT)Not to 'Scale - .GENERAL NOTES - HEIGHT i - LOT #25 NOTE._ OVERALL HEIGHT OF INFILTRATOR IS 18 /EFFECTIVE HE GH S t2 1. Contractor Is responsible for Dlgsofe notlficotian and protection of all underground utilities and p es: Lot 25 - PRIVATE WELL I 2, The septic tank and distribution box sholl to p se1 LOCATED OVER 150' lever on 6" of 3/4"-1 1/2" stone. - 3. Backfill should be clean sand or, grovel with n5 2-18 DIAM. ACCESS MANHOLES a FROM PROPOSED SAS " ; _ - o h stones over 3 in size. s 4. This system is subject to inspection during,instc 3tion � O � Y 1 c `^� LOT 26 by Carmen E.= Shay Environmental Services, In # ; n. n Municipal Water 5. The contractor shall install this stem in acc:7rc nce HSL PROJECT BENCH MARK (0 ) Massachusetts state coce th approved Ian :: - ;• o v tv with Title V of thePP P TOP OF FOUNDATION and Local Regulations. g THE ACCESS COVERS FOR THE SEPTIC TANK. �L ELEV. 100.00 Assumed I f +' encounters' / ` / N 56d 2� 06 E 6. If, during installation the contractor . c y INLET 1 DISTRIBUTION BOX AND LEACHING COMPONENT fl - - OUT]ET SET DEEPER THAN 6 INCHES BELOW FINISHED N 177•87 soil conditions or site Conditions that Ore differe c GRADE SHALL BE RAISED TO WITHIN 6" OF +. .i __,_--_-------- '`96 from those shown on the soil log or in our des n FINISHED GRADE. -------'-`--` installation. must halt & immediate notification bE •, INSTALL TUF-TITE GAS BAFFLES OR EOU LS --" made to Carmen E. Shay Environmental ServiC 1s, Inc -________-- 7. No vehicle or heavy machinery ' hall drive over t'.e REINFORCED PRECAST CONCRETE 96 306, septic YS p • STEEL se tic system unless noted as H-20 septic cam°onents. I -Ti baffles or equals on oil oi.itiet tee ends. 8. Instal Tuf to gas ba q PLAN VIEW ,.. _ Failed Leach Pit 9. All Distribution Lines shall be 4 diameter Sch+:!dule 40 NSF PVC pipe:,. 3-24 REMOVABLE COVERS , " 36 ,- 10. All-sold piping, tees & fittings shall be 4 diameter LDT #23 .. -- ----97 ---- -•- -23 • _-_- t Schedule 40 NSF PVC pipes with water tight,,olnts: ' :• _ 23 456 S uare Feet 4 9 • - t.`'�':'t<��;,a�y! .�;t,,» -,' is 11: Municipal Water is Connected to The Residence and Abutting 3' min. cleoronce ! -- 7 p - 1 T 8-,min.T 2" min: inlet to outlet .. O Properties Within 150 'Feet or PRIVATE WELLS AREA AS SHOWN. - -------y+----_ INLET L 6.mm _ OUTLET 97 ----------- id 1•'4�-ari.�4, '3:•,.,1�!< - Liqu level - 10'm.. �� m.. ti t+ti n • v - -_-- t___ 5. _7 p r' 7 c a W pZV _ ExIST. 0O0 qal. THE PROPERTY LINES AR,E APPROXIMATE'AND E 4-0 min. O Septic Tank s P FROM THE SURVEY:PLAN GENERATED BY oe. :• Liquid depth M -z COMPILED F 0 04 O o FRANK CONNERY PE RLS OF HYANNIS, MA TEST HOLE 1 co 0 . .- \-D-BOx - NTIT " P N F LAND OF LOT 23 IN MARSTON MILLS, MA"28.5ELEv.- 97.50 ENTITLED to 0 .. . ., _..:. :• .,. •..... .. ,.. ., _ .• ••••i o t•. �t q DATED DULY 1976, .< O 0 _ 4' -10- 't3 _ -- 98 AND IS NOT INTENDED TO BE A SURVEY PLOT' FLAN a o c y DECK __------ "� IT SHOULD BE USED FOR NO PURPOSE OTHER THAN - M - END SECTION _ _____-- tt THE SEPTIC SYSTEM INSTALLATION. CROSS SECTION v _- >-- _---- ---__ 1 C _ _ v _ - _ F TIN 1 CALL ON _N 0 SEPTI � TANK _ a,._- .��__ _�, _�.. USE _XIS G �00 0 � Ex�srlNc , 3 BEDROOM NOT TO :SCALE 4� LEGEND HOUSE *� o �t 136 M DENOTES PREP(., SED PERCOLATION TEST 1o4X1 SPOT GRADE Percolation Te : JANUARY 2 2002 J `t DECK Date of Test: c � DENOTES. EXISTIf•1G Test Performed B . CARMEN E. SHAY, R.S., C.S.E. 97 -- ------------ --------------- ------ = W .. X 104 46 Results Witnessed By: WAIVER ( per Barnstable B.O.H.) N SPOT GRADE I Q a ------------------------------- ----97 , Excavator: Roberts Septic Services t M Percolation Rate: Less Than 2 MPI PL PROPERTY LINE I 9 -----------------------96 �------------ �r-�rn-1 PROPOSED CONTOUR j Test Hole -- -- ------------------------- ---------- L No. 1 95 � -_------------_-----------------------95 - - - - - -g7 EXISTING CONTO,JR ; DEPTH SOILS ELEV. _ �- 0 97.50 I. DEEP TEST H01-r`' & 94 -- ----------------------- --------------- Loamy ----- 118.41' -----------------94 Sand -----_ PERCOLATION TEST LOCATION 10 YR 3/7 S 59 55' 15" W - -- 0"-6" A, 97.00 - 6 FOOT STOCK>c )E FENCE � Loamy Sond 10 YR 5/6 4 6-- 36" B. 94.50 ^ _ Medium 1`1�s� i"i A �L -- Sond 2 5 C,/� 3.50 LA N(40 FOOT RIGHT OF WAY) P LOT P i i OF PROPOSED SEPTIC SYSTEM UPGRADE Perc #1 Depth to Perc: 36" to 54" PREPARED FOR Perc Rate= Less Tho 2 MPI f Groundwater Not Observed ��/ (� � (J ` I ! PRIVATE WELL IS - PRIVATE WELL IS LOT #8 ON M R . Y V I L L I A M D E R E I �I T I 1 r' 1 L No Observed ESHWT AT ADJUSTED H2O Elev. None LOCATED OVER 150' "' LOCATED OVER 150' MUNICIPAL WATER ABLE , / /� FROM PROPOSED SAS PRIVATE WELL FROM PROPOSED SAS # 6 /-�B E V V/1�/ LOT #6 i LOT #7 MARSTONS MILLS, M/ I Design Caiculotions 0 20 40 50 A � Number of Bedrooms: 3 Equivalent to 330 Gal-/Doy (330 Gol./Day Min. per Title V) PREPARED BY: I Garbage Grinder: No U C / v Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V} " " CA lIl L N e ti�.,( 4 1 Septic Tank - 3 z 330 Gal:/Doy 660 USE 1,500 GAL Septic Tank. SCALE: 1 "=20' I SOIL ABSORPTION AREA: Using percolation rate of <2 mint./inch N a1 ENVIRONMENTAL SERVICES, INC. Bottom Area: 0.74 got/sq. ft. x 360 sq. ft. 266.4 gallons i Sidewoll Area: 0.74 'gal./sq. ft. x 92 sq- ft. = 68-08 gallons �,° /'• P.O. BOX 627 - �tsTEji ` EAST FALMOUTH, MA 02536 Providing:. - 334.4$ gallons EXISTING LEACH PIT TO BE PUMPED & FILLED IN PLACE. S4NITAR�P'A y TEL FAX : 508-548-0796 HAV{N A 1' EFFECTIVE DEPTH � Use. (5) CULTEC MODEL 135 UNITS, G NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE ' F WASHED TONE ON :THE SIDES AND 3' OF WASHED STONE : SCALE: 1 ��=20` DRAWN BY: CES Df' 'E: JAM. C, 200.3 TO BE USED WITH 4.0 0 S ED S FROM THE EXISTING LEACH PIT TO BE DISPOSED;;. ON THE ENDS. NO STONE UNDER. OF As PER BOARD. of HEALTH spEclFrcATIoNs. � PROJECT#SD376 FILENAME:.: SD376PP:DWG SHEET 1 OF 1