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HomeMy WebLinkAbout1837 SOUTH COUNTY ROAD - Health 1837 South County>Road Marstons Mills A =___098 :"023003 \ - --- - c N k - i r D� w THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....... --- Tow.N...........OF......---- -7 !-,.1'1 C................................. Allp irFation for Uisp.ati ai Work,5 Tomitrnrtion Prrmit Application is hereby made for a Permit to Construct (✓f or Repair ( ) an Individual Sewage Disposal System at: 18 3-j 5, G ................ . - _ _ -•--•-•---._........_..---•--•••-.....••-- Location-Address or Lot No. ......................IA n�+ GvTu � ux !0 1S ce�r1 a o r Gam►�at-a P ryti 1 Lo -- ... r --- ---------------------------------••••-....._._........-•-•----- -•-••-•-••••.}.............. Owner Address W a ------- 4 8 a �g Installer Address Type'of Building Size Lot.............................----.._....Sq. €eet Dwelling—No. of Bedrooms__________________..•' .....................Expansion Attic Garbage Grinder (No) Pk Other—Type of Building -------',JA............. No. of persons_._._._.�,f A_________.___ Showers (NIA) — Cafeteria (w►� aOther fixtures ---••�!n�E d ----------------------------------------------------------------•-•--•--••-•-•••-•--- W Design Flow...........1_!o_________________________gallons per person per day. Total daily flow............._........................gallons. 04 Septic Tank—Liquid capacity_!5b5?___gallons Length_.!R:5._._ Width____ ..... Diameter----:!/_["_..... Depth... Disposal Trench—No. .........!.......... Width.......2"__.__._ Total Length----- Total leaching area____99�_.__._.sq. ft. Seepage Pit No----- ......... Diameter._.r-AJA.__..__ Depth below inlet....!nj A___.___. Total leaching area____ /C>.....sq. ft. Z Other Distribution box (✓f Dosing tank (NIA) Percolation Test Results Performed by....... ____________________ Date----- ....... Test Pit No. 1___ ......minutes per inch Depth of Test Pit....... Depth to ground water_-_ ........ Test Pit No. 2....:•J&......minutes per inch Depth of Test Pit.....! --------- Depth to ground water....uq�*:!E........ a -----•-•--•------------------------•--._...•-•----•....---••••-....--------•----•---•-•-.._.................................................................. 0 Description of Soil.... ... ela�,R!S--i 3 -�......-6I_) 40+�M__-1 „- ....... "�+ sfrr pM Lp'h-nn 'Ll`t - 11e�" coytPsEQ----- ••-•- ' tfr toffs TrfE (� -•--- -------•-••------...r •- - ...................................... ��►so.-- z-•��_-�► e.----�-r---'th'-------------------------------------------•--------------...---------.._.._..--------..__..... V Nature of Repairs or Alterations—Answer when applicable-----------t- J A____________________________________________________________________________ -•----------------------------------------------------•-----------------------------._..........••••--••----•••-••-•••---------•------•-------••••••-•---•-•--•-•-•-•••••-••••••••-•••••---------_--•••- 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 un ersigned further agrees not to place the Environmental system in operation until a Certificate of Com s en issued b e board of health. Signed -- ------ ----- -- ---- - - - --------------------------------- -----�, Z� �Date Application Approved By ..................... ... --- ----------------�---------------...................... -.-----.......--- --- �- ' Qj Application Disapproved for the following reasons- --------------------------------------........................................................--------------------------------------- - - - ------------------------------------------------- ---.......-----......I.....................--- ---- .............----------------...-----......... Dace Permit No. 9 7`✓��J ------------------------------ Igsued -_-------------V--..........................................��~9, Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ---------------------------------------------- OF -- ..............--.......... -- ..................... --. .. ----. . --- Ger#ifira e of ( raylianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ✓) or Repaired ( ) by---- -------------------------------------- --- ------------------------------------------------------------------ Installer at . 1831 Sov rai n-r....ec-A D-.-,..Os1 NIlt- Vic..,.... .- ....--.... 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 ------ �.1 ...... .... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-------------------------------------------------------------------------------------------------------- Inspector ..--.------------- .........---.............................................................. FEB No................_....... • THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ............ ...................OF....................... .......................- Appliration for Disposal Works Tonstrn.rtiun rumit Application is hereby made for a Permit to Construct (✓) or Repair ( ) an Individual Sewage Disposal System at: .................................................Ir32� a.. �c"�r.......s rU/\ l o ( 1 ...., �t. . ... c�ca 7� Location-Address or Lot No. ......................' I L L I A :%, Cr L-ITC L. c r'/''„:.. E. �7',ri.. -__I GJ �0 Vic::,.(-t �•i t)41-- C_'6...t-r T--_]i_.r..PA('- h.f_i Y 11.ra Cs'7 -................................... .................................... .................._....._.................... -- ....'•.. ..... Owner Address W Installer Address AC.0 l- d Type of Building Size Lot......:�:.8,16 ...._..._-:Sq--feet Dwelling—No. of Bedrooms................... ......................Expansion Attic (^/A) Garbage Grinder (w�) P4 Other—Type of Building .......tiJ A............. No. of persons.......+a A........._.._ Showers (MIA) — Cafeteria Other fixtures ...... :__..___ W Design Flow..........................................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity.!i ..gallons Length_! Width-_', Diameter.....-)_..... Depth.._ Disposal Trench—No..........!.......... Width.......On......__ Total Length..... ':____.._ Total leaching area.-__ `! -------sq. ft. Seepage Pit No..... 1 _________ Diameter___ _!_---_______ Depth below inlet----tom ........ Total leaching area.....ti .....sq. ft. Z Other Distribution box (✓) Dosing tank (,-,IA) '~ Percolation Test Results Performed by------- ................... Date..... . aTest Pit No. 1...'_'...._.minutes per inch Depth of Test Pit___._` ............ Depth to ground water-__ ......... Test Pit No. 2----_^.?^._....minutes per inch Depth of Test Pit-----1!a.......... Depth to ground water...':G _=__.._... •------------------------------------------•-------•----------------------------•---......................................................................... 0 Description of Soil... - -= r 1 t�'w`-r Dc n_=r'' 3^. -,- ( 1✓1. Z�--------------_-------- I ..._ ....••-- -----------•-------••-••--- '•'Sr\.,.�O•, ..CIA AA • 2��� - I 1�• t e..1 c,�r�¢^S Ea �yi1..,1, — (�.r_,"M 4 i"t..,.. i.1.,,c. w..� -r,-t 4 ',�n,,.•-ice ......................... __..._.^_...__------.______________._..__----•----------._______._._...._.__.__._...__._._.._...____._____...___.._____._____._____.____.____.____...______-- ..-.. (� t I . !'C;-11J 7 cer .n r 1, I�..r;Y-1 C. �.. TC-s T ------=----`-----------------------•--•-•-------`-._--------------------------------------------•------•-•--------------------------------------..................................................... UNature of Repairs or Alterations—Answer when applicable..........t�:,1 A............................................................................ •-------•---- ---------------------------------------------------------------------------------•--------.....---------------------------------•-----•------•--•••-•-•••-•-•----------•----------...-•--- 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. Signed ------......................................----------................................................. ........................................ Dace ApplicationApproved By ----------------------------------------------------------------------------------------------------------.................---------------------.... ........................................ Dace Application Disapproved for the following reasons• .............................................. . . . --------------- . ----. . -- ..................----....-- ................................................................................... .-....--..................................................---...--..--....--..............--.................... -------------........................... are PermitNo- -------------------------------------------------------------------- Issued -----------------------------------------------------..------------- Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ---------------------- -- -------- OF -------------------------------------------------------------------------------------------------- (fertiftra e of C�umplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ✓/) or Repaired ( ) by ---------------------------------------------------------------------------------------------------------.....-------....ec-----.................................--------------.............---"------------..--...._............................ ta I t'r �S Sa. i ti t C�v r- i�a rt-fS... t�~.it:£�J r L 4 c . a -------------------------------------------------------------------- ..... ................................................................................................ .......................................... 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-------------------------------------------------------------------------------------------------------- Inspector ..................---...---------------------•-----------....................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....................................OF................................................................................... No......................... FEE........................ Disposal Works Tonotrurtiolt Vinmit Permissionshereby granted............................................................................................................................................. to Construct_(✓)or Repair ( ) an Individual Sewage Disposal System dn Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... -----....-•-----•--------------------------------------------------------------------------------------- Board of Health DATE................................................................................. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS j r XA^n . TOWN OF BARNSTABLEK. X LOCATION �¢�� , �'.�� ( L•V rr+,l Qr�• SEWAGE # '.:YII.LAGE ASSESSOR'S MAP& LOT b M 4 3-063 INSTALLER'S NAME&PHONE NO: SEPTIC TANK CAPACITY `LEACHING FACILITY: (type) JD4,1'of i M, re#L5 65) (size), .::.No.OF BEDROOMS ;f ..,BUILDER OR OWNER -kl i PIRMTTDATE: 7=7. COMPLIANCE DATE: :.Separation Distance Between the: :..:Maximum Adjusted Groundwater Table and 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 of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by JIV �' . I ti ' zv V 7Ytle S: Draft Printed September 20, 1993 Appendix 4 Page 1 �_ 8�34 Date 12 Zo 9s No. Commonwealth of Massachusetts T7=ST b^ of r;-^-A,., Ste.e , Massachusetts Site Suitability Assessment for On-site Sewag—e—Dis posal J E��-�.s .. . . , ) Certification Number: . *.!.x ' Performed By: � e3 A.� ..... ..!� .1=.....!.!-�.L. Witnessed By• J DJ,�., ...!.. ..� 1 ,4�ysT ?- ...3Pfl... F... r,1............................................ ................................... �................. Location Address or Lot No. ��� o�g �/j a�_3 Owner's Name. Address and Tel. 9 L. G. P✓Ati 200�0 PS /lLL-iAM G�JTGLIfFE � vX Lot 3 I a P z�mc.H R-A c_a ego i S S 7 Souil+ C1*L. 4-r-j Qc/!-*J EL PToN PA,R-t_ , -a Y i 2 O Ce S 057'E¢,,/ILLLE , MASS m�� ►"�`^'✓ � SIS� - 3� 1 - �3IL5 New Construction Repair ❑ Office Review Published Soil Surve 'Available: No ❑ Yes Y _ Year Published Publication Stale Soil Map Unit Drama a Class'w .�-�-.:.. Soil Limitations ....9....- ..••• 9 PILTR-hnON 77��EFFLuc�r i� acpn� Mssc�PTo• Ptc> oS 04Aiut�O Surficial Geologic Report Available: No ❑ Yes Year Published Publication Scale i 'i 4. 000 Geologic Material (Map Unit) ....�^^P - M"' P�......p ' b P`*...' ...°C ... ...... . . Landform _... .. Flood Insurance Rate Map: AT -yip of Above 500 year flood boundary No ❑ Yes 7-H 1 . Within 500 year flood boundary No ❑ Yes ❑ Within •100 year flood boundary No ❑ Yes Wetland Area: Lecvs .ra�r •w h•p Oc0 a I."113 e'SLr n.nt-tC+O f-rh(I.;Trrr ) Mk?.`S..p!vIS!�!:'!...�...�sJ��.�...�..w.14A!..1f.:G.......... Natienal Wet! ap unit Wet! )grarn Map Month I cgs Current Water Resource Conditions (USGS): zo�>=� Range ': Above Normal Normal ❑ Below Normal �_. , , .CGS ca-ty I'r• c,y rt-�Qttwl CAL E ............. ' . a . Other rReferences Reviewed: ................................................. . ....... .......... . . .. ... Tale 5: Draft Printed September 20, 1993 Appendix 4 Page 2 On-site Review s i 2 0l/1.5 �c� Time:.!d;4s PrM Weather Deep Hole Number .. �..... Date .. •• / Location (identify on site plan) ••• R�v�O sE.................. . .................... 'IcZy' LOT- PG-GPo7C� SiNc�LE FwMrL`i 0.. Lla ... ...... Land Use .................................................... Slope (°�6) .-.8..... Surface Stones ..�-+o�� . Vegetation .H-n-�/ w oeo-�o =X�5M a «eA a N` Landform PL.A,. Position on landscape (sketch-on the back) •.... Distances from: rH Z i- + 2 Open Water Body ...!.bo. feet t Drainageway ... 130...... feet + �+ 2 TM 2 Possible Wet Area .....!.4-... feet f Property Line ... 45....... feet t� Drinking Water Well. -/A feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure,Stones. Boulders. Consistency, % Gravel) TtsT rbLt=� I 0 PoSCO FoQEs 7 1-.+�A �.cr-.B Der.R.a '7 SAr D-i LcA�A '1.5 �l R. 4/3 �.o"•� k�S �.�. OG"*-+T P>'L '-A LGAM 10�IQ r! )(i 1 o�G FQi Ac t`�Lt= PE ec Te_-r rJ 4 E Co^C56 s hr+D I O `I R Cc/4 ►+O N io L o o s S r N v f= G 1ZR)H wo wTR 2 to r TEST 1{01.6.�7- ►+ i D ea C- -ca Parent Material (geologic) � "AL, a��-w,t-5.r (- Depth to Bedrock: 3jE5D' Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: P�Qc P—ftTE L S n LL ctil S I �a 1 AA r 71 T ter 2 An r iI r r�L.►1 l ..1 N 0 M 0` N 0 o� N � n NA' 49,92. �O c!3/OH i 49 � m 7H 0 c. p0 ,� �y TOWN OF BARNSTABLE ./� LOCATION 5621S OL-v0AJ 12A, SEWAGE # '-'IOU VILLAGE — �. (Ai BLS ASSESSOR'S MAP & LOT D L INSTALLER'S NAME&PHONE NO. CC O SEPTIC TANK CAPACITY � f LEACHINGFACILrrY: (type) X4,AIitj 7 (size) NO.OF BEDROOMS BUILDER OR OWNER 734' 104 Q25 PERMITDATE: COMPLIANCE DATE: /.s—J Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 . ®o C9 Z �3 2� 13 Zto I b �� 3 �$ o L fo �o • I O 0 0 ♦ 0 o FINISH GRADE. , N� aIs,6+ V • x 3Q, 0 OF 0 •� COMPACTED FILL S' MAXIMUM ,: ap . y • a- I - _ 1/8w 1/2" Nzs2Lsl_ _ PEASTONE Sl' f �\ • o �, ' DESIGN DATA o .•. /4' - 1 1/2" 72 + _ 3 / s ou6 y SINGE 6 e'.. WASHED T L FAMILY - BEDROOMS •00• ' p i�., , ;.�• WITH NO GARBAGE GRINDER ' • ' .. •. : % CULTEC 330 : . STONE }� 4 79 � ,• p, DAILY FLOW: 6 x 110 GPD = 660 GPD . • • b , O , , ..• �G'o j0 - SEPTIC TANK 660 GPD x 200% = 1320 GPD p a a Oo USE 1500 GALLON 52 / 11 , •��• O CULTEC LEACHING CHAMBER DESIGN 12 '9 RECHARGER 330f� LOCATION MAP ALL PIPES TO BE S 60 0•SCHEDULE 40 PVC PERFORATED / COTUIT QUADRANGLE WITH CAPPED ENDS CROSS-SEC11ON OF CHA�+IBER ,3?'F SCALE: 1: 25,000 USE 1 - 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS / S IN A 12' x 53' WASHED STONE FIELD AS SHOWN NOT r0 SCALE ASSESSORS LEACHINGREQUIRED: I 2 -MAP 98 PARCEL 23 3 AREA 660 GPD/0.74'= 892 SF �3e¢- l I • SIDEWALL AREA. 65 x 2 x 2 ='260 SF 9, � ZONES. BOTTOM AREA: 12' x 53' = 636 SF GP & AP OVERLAY_DISTRICTS TOTAL AREA: 896 SF , PERCOLATION RATE: </= 5 MIN/INCH ZONING DISTRICT: RF SOIL CLASS I r \ C0� r MINIMUMS \ S q AREA = 43,560 S. F. p 3 FRONTAGE = 150 ` 0 9 q qss WIDTH N/A �3 •A9 CRRS Fss FRONT SETBACK 30' p ` •� Tp� gRFSUA °RsM SIDE SETBACK 15' LOG OF SOIL EVALUATION qC ��y� •4p. 9g REAR SETBACK' 15' \ `c, D DATE: 01-25-96 N RF BUILDING HEIGHT = 30' / _ r7 s No. P 8634 SOILV LU 0 EA AT R BAXTER do NYE, INC. (EW5) g BOARD'OF HEALTH: EDWARD F. BARRY EXCAVATOR: SHORELINE CONSTRUCTION FND EL 43.5 TP #1 ® GARAGE (FUTURE) EL = 40.2 .N _ FG - 42.5 o rq = o -- 0 EL 40.2 /o 0 L I 0 FOREST DEBRIS _ " O - 40.5 0-3 EL=40.0' GARAGE W 0 35.8' B1 SANDY LOAM 8 CULTEC 330 3 -7 EL=39.6' TP #2n n n .' 31.4' RECHARGER UNITS 62 SANDY LOAM EL = 30.2' C 7"-27" EL=38.0' 32.8' [-- n 0 EL=30.2' =32.2' 1500-GAL 42" OOFOREST DEBRIS UNDER SLABEL=36.T SEPTIC TANK 32.0' PERC 0-3" EL=30.0' 31.6• 29.4 } I 31.8' B1 SANDY LOAM -r '',� •• (�C COARSE SAND 3"-7" O EL=29.6 BEDDING AS i J 4' B2 SANDY LOAM 1 P 2.5 ' PER TITLE 5 �,.� " " , 7 -27 EL=28.0 I 10 10.5 7.5' 11 12' o w w 58 FROM MAIN HOUSE z a 27 -120 EL=30.2 / / t 61' FROM GARAGE (FUTURE) QN, 03 0 o CO COARSE SAND t z • I 27"-120" EL=20.2' / , DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEItA NOT TO SCALE / NOTES: / WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER I LOCATION OF UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT THE CONTRACTOR SHALL MAKE THE REQUIRED / NOTIFICATION TO DIG SAFE (1-800-322-4844) AND / APPROPRIATE WATER DISTRICT FOR LOCATION DATA. THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE C PERMITS FROM TOWN AGENCIES FOR CONSTRt1L'tlfl� lED R •�'� . BY THIS PLAN. /•fL� `� l h / WI OF FIN! GRADE. INSTALL RISERS AS REQUIRED TO THIN 12 FINISH ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO VEHICULAR TRAFFIC TO BE H-20 LOADING / �,4 s�► FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR 1 SHAL1,,,-COMPLY WITH ALL GOVERNING CODES AND REGULATIONS; JI�RIICULAR 310 CMR 15.000 THE STATE ENVIRONMENTAL: CODE - "TInE 5. TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VIII: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED PRACTICE. 0 UNSUITABLE SOILS BENEATH PROPOSED SYSTEM If REQUIRED. REMOVE MATERIAL FILL TO 9F-GRADED A.. BACKFlLL'WITH CLEAN GRANULAR FI � FOLLOWS: NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED ON No. 50 SIEVE,. OF FRACTION PASSING No. 4, '; `DRIVEWAY'AND UTILITY I, TRANSFORMER PAD 10% OR LESS TO PASS No. 100 SIEVE AND 5% OR LESS TO PASS No. �' EASEMENT LOCATIONS 200 SIEVE;. -TO BE APPROVED BY ENGINEER FOR COMPLIANCE FROM LAND COURT PETITIONERS �, F P P A JU Y 31 978 PRIOR,:T04�4_ACING ON SITE. HYDRANT #260 5 INDLE / LAN DATED L 1 4 EL 51.49' NGVD t / ATER METER } 44 . 50 ! d LIMIT OF JURISDICTION N 7.7 �•\� / Y 035 ' r 3 46 49 9 100-YEAR FLOOD PLAIN 44 \,\ 48 ?� / 49 ELEVATION 11.0 10 36 O ` \ TOP OF COASTAL BANK - STATE 3228 CB/D FND. % , 14 16 18 20 10 30 f � O TOP OF COASTAL BANK , N TOWN Z O J i Ofh, BOTTOM BANK + i , , � _ EDGE OF UPLAND � � ; I �. � � I` � O 0 - 38 4j Z I � � ROpOSe Q i gM/L Y O S/N 0 •P o / .. S J DWfCC/NEE ; TH #1 � 70, ho 43,5• D 36 IL 11 ! J i t 3 0 OR ® 7• �\ i f 5•g cy - ' WgCNG 34 TP ST 0 CB/DH FND. l CLEARED EL = 37.34 NGVD AREA i SITE PLAN 20 AT \ o :o o_ -` ` 28 l , 1837 SOUTH COUNTY (ROAD26 , / a 22 OSTERVILLE MASS. 20 18 FOR _ a1Nc. � 1 i O LAWN LIMIT OF JURISDICTION C C ET UX.WILUAM UT LIFFE, �I 1412 TOP Of-COASTAL BANK - STATE 100- R FLOOD LAIN o \ -YEAR Fl_ P `2 ELEVATION 11.0 " - , / : SCALE. 1 - 40 APRIL 1, 1997 - - - m` �. • � CB �FJ�D. / P OF COASTAL BANK ,moo BAXTER & NYE, INC., o TO / 6 a' ` 812 MAIN STREET z TOWN d -+ OSTERVILLE MASS. 02555 JL /, , / : i ` �.� 508 -428-9131 JIL t W A R R E- N S BOTTOM BANK ' EDGE OF UPLAND / C 0 V E / , GRAPHIC SCALE \ I 40 ° E \ , . \ �llfc • IIII \ c a� / 1 inch = 40 ft. h ' S 9 7 / 8OF 99. t._9 JOHN ♦..Las:A� - , 7 q - �0 � IwL i 10 10 CIVIL MARSTONS >� � Fp a . ,�. ' C a TO BE HELD .FROM TOP � ._•. �� M I L L S R I V E R OF BANK PER BOTH TOWN do ATE _ DEFINITION 0 95161 (PPP03.DWG) I' I j •` p 4. 00 , g FINISH 'GRADE v •. s m. •' Q •°• o Q 3Q¢8, 0 ' © 9 F. c., ►� COMPACTED FILL 3' MA)aMUM- _ �► ,I, ..•.• _- ••• -a a i _- c� _ PEASTONE .f o % • DESIGN DATA a r 3/4" - 1 1/2" / ' S6• �/ r� ° DOUBLE SINGLE FAMILY - 6 BEDROOMS N ° A.. , WASHED 0' 21' WITH NO GARBAGE GRINDER '.' ' CULTEC 330 STONE / w O DAILY FLOW: 6 x 110 GPD = 660 GPD "° ° SEPTIC TANK = 660 GPD x 200% = 1320 GPD • USE 1500 GALLON _ - 9ULTEC LEACHING CHAMBER DESIGN 12 RECHARGER 330R / LOCATION MAP ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED S 6 O COTUIT QUADRANGLE WITH CAPPED ENDS CROSS-SECTION OF CHAMBER 03?` SCALE. 1: 25,000 USE 1 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS 8S• F ASSESSORS IN A 12' x 53' WASHED STONE FIELD AS SHOWN NOT TO SCALE MAP 98 PARCEL 23 - 3 LEACHING AREA REQUIRED: ? 660 GPD/0.74 - 892 SF ZONES: SIDEWALL AREA: 65' x 2' x 2 = 260 SF BOTTOM AREA: 12' x 53' = 636 SF GP & AP OVERLAY DISTRICTS TOTAL AREA: 896 SF PERCOLATION RATE: </= 5 MIN/INCH ZONING DISTRICT: RF SOIL CLASS I ` 40 O ff. MINIMUMS 1 \ s AREA = 43,560 S. F. FRONTAGE = 150' WIDTH N/A ` 3 T Q�9 qCR� �rSSFsso'QS FRONT SETBACK 30' SIDE SETBACK = 15' LOG OF SOIL EVALUATIONREAR ` /Ah oN TAC' FS �Np MqA SETBACK -,15' BUILDING HEIGHT 0' _ DATE: 01-25-96 N N qC No. P-8634 ` C-i s SOIL EVALUATOR: BAXTER & NYE, INC. (EWS) BOARD OF HEALTH: EDWARD F. BARRY ` EXCAVATOR: SHORELINE CONSTRUCTION � FND EL = 43.5' TP #1 \ 3 2' O GARAGE (FUTURE) EL = 40.2' FG = 42.5 - 0 EL=40.2' OO FOREST DEBRIS `N N 40.5' 0-3" EL=40.0' .4 GARAGE W/O 35.8' B1 FG " " SANDY LOAM \ = 34' 8 CULTEC 330 3 -7 EL=39.6' TP #2 - n n n 31.4' RECHARGER UNITS B2 SANDY LOAM EL = 30.2' 7"-27" EL=38.0' 32.8' 0 EL=30.2' UNDER SLAB :32:27- 1500-GAL 36' 42" EL=36.T " O SANDY LOAM FORESj DEBRIS SEPTIC TANK 32.0 , PERC 0-3 EL=30.0' L '' '`•' 1. 29.4 31.8' 61 .• OC COARSE SAND 3"_7" EL=29.6' BEDDING AS ) '^ B2 SANDY LOAM / PER TITLE 5 2.5 cc, 10' DW 7"-27" EL=28.0' 5 10.5' 7. 11 12' o V! w w-120 EL=30.2, 58' FROM MAIN HOUSE 1.- 27 61' FROM GARAGE (FUTURE) 0; �3 0o OC COARSE SAND z Nui v 27"-126' EL=20.2' DEYEWEED PROFILE OF PROPOSED SEPTIC SYSTEM NOT TO SCALE NOTES: / WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER / LOCATION OF UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS < O PROJECT THE CONTRACTOR SHALL MAKE THE RE'QUIRED NOTIFICATION TO DIG SAFE (1-800-322-4844) AND APPROPRIATE WATER DISTRICT FOR LOCATION DATA. THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE PERMITS FROM TOWN AGENCIES FOR CONSTRU'Citk1ED �''4�Q�• .+x BY THIS PLAN. ^ 0 INSTALL RISERS AS REQUIRED TO WITHIN 12' OF FINISH GRADE. ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO VEHICULAR TRAFFIC TO BE H-20 LOADING FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR SHALL,.COMPLY WITH ALL GOVERNING CODES AND REGULATIONS; CULAR 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE . 7► 'TITLE S 5, TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART Vill: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE / QQ f^� 6b BOARD OF HEALTH RECOMMENDA11NS FOR ACCEPTED PRACTICE. REMOVE UNSUITABLE SOILS BENEATH PROP,OCFt? SYC1�4 Ic_ BACKFILL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS / 16 FOLLOWS: NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORETHAN I 0% OR OLESS TONED PASSN No. 50 No.100 SIEVE SIEVE, OF AND 5% ORON PASSING No. 4,LESS TOP SS No. EA TRANSFORMER PAD / / DRIVEWAY EASEMENT LOCATIONS A 200 SIEC"TO BE APPROVED BY ENGINEER FOR COMPLIANCE FROM LAND COURT PETITIONERS PRIOR,'T0- 3.ACING N SITE. HYDRANT #260 SPINDLE / PLAN DATED JULY 31, 1978 EL = 51.49' NGVD / WATER METER 44 50 LIMIT OF JURISDICTION �N •� /-{�.� •\ �1�50 35" 6\ W 100-YEAR FLOOD PLAIN 44 \49 49 9 2' / 42 \' / ELEVATION 11.0 100 36 04� CB/D FND. TOP OF COASTAL BANK - STATE 32 1 \ 28 25 1 2 16 182022 2� j 4 30 / \ � 1 i / \ \ o O TOP OF COASTAL BANK �Q \ TOWN 2 Q Q CL BOTTOM BANK EDGE OF UPLAND + 1 i I i ; �� / - I 0 3 g s �� ' T 1 ROP 0� o Z I i I A OS fp o S 'jlC Y S7N o Trp o. off q i` 36 • fra�Nz •.,, I j i I rVq � ., z� AL �, it �' I i `.. LH # Q \ f 1 D . J CB/DH FND. CL! ARED i' EL = 37.34' NG AREA W _ SITE PLAN /\ AT C0. 1 \ cl `� J,28 1837 SOUTH COUNTY ROAD - 26 ` / 2222 OSTER\AL.LE, MASS. X 1 FOR IL LAWN i 16 A. - LIMIT OF JURISDICTION , WILLIAM CUTCL IFFE, ET UX° 'COP OF COASTAL BANK- STATE 100-YEAR FLOOD PLAIN r ELEVATION 11.0 r SCALE: 1" 40' APRIL 1, 1997rn 7 �� / Jc N TOP OF COASTAL BANK '� `• o / ( 1 /. BAXTER & NYE, INC. w�f �/c . Z TOWN 6 812 MAIN STREET / OSTERVILLE, MASS., 02655 AI \ (508)-428-9131 1lfc W A R R E N S aorroM BANK EDGE OF UPLAND \.- C 0 V E // / GRAPHIC SCALE AL AL mho• AIL IN,\ � / ( IN FEET ) 1 inch = 40 iL N 6 2,2o.. AL 4 ' 6 0, a• 99, {y 6 J ` ;�� '1,4p �lti OF g PETI:R JOHN SULt_6 M A R S T 0 N S NOTE: 10 10 It}13.c i?3 •� y �� ; CIVIL � - 50' BUFFER TO BE HELD FROM TOP :^iSTE���` M' I L L S R I V E R OF BANK PER BOTH TOWN & STATE � . DEFINITION 95161 (PPP03.DWG) i