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HomeMy WebLinkAbout0111 REDWING LANE - Health 111 REDWING LANE' I BARNSTABLE A = 318 003 001 " t e I o i i t 0 No. ! Fee �Y " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MA SACHUSETTS ;y24 ZippIicatiou for Digogal *pgtem Con!aruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) complete System El Individual Components Location(/,Address or Lot No. !! Owner's Name,Address and Tel.No. s s's M�/Ptarcel L � ' Installer's Name,Addrgss,and Tel.No. 140 5oM Designer's Name, Address and Tel.No. GnNST,R.a. 7I Est-Womrs Box -102- Type of Building: Z0`°2" o S�fD Dwelling No.of Bedrooms Lot Size Fe'®fJ` sq.ft. Garbage Grinder( ) Other Type of Building e No.of Persons Z• Showers( ) Cafeteria( ) Other Fixtures Design Flow AV 404- 614 gallons per day. Calculated daily flow. 3d X 1-c- C) gallons. . Plan Date Number of sheets Revision Date Title Size of Septic Tank !'��40 C�o Type of S.A.S.IWI A / K'3`.P 5- : 4/S Description of Soil 46> . _a4bwu _-9 o d i!m . .sue-7w `�'�/ � Nature of Repairs or Alterations(Answer when applicable) OESIa NG ENGINEER M1l.ST dc�gT-s�jE THE SY AND CERTIFY IN WRITING Date last inspected: STEM Wq* INSTALLED 1N STRICT ACCORDAIyCE TO PLAN. 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 a not to place t e system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. St=o Date!-! Application Approved Date f r'f Application Disapproved for the following reasons y Permit No. - �- �n Date Issued f � TOWN OF LOCATION: 41,e-L) tA//Af& A e I VILLAGE: bFf AISTA13Lii LOT # : PERMIT .# : INSTALLER' S NAME: IV] f'kacz INSTALLER' S PHONE # : 7 2e d 2 j LEACHING FACILITY: (type) size) NO. OF BEDROOMS: BUILDER OR OWNER: A PERMIT DATE: COMPLIANCE DATE: DRAW DIAGRAM ON. BACK 12 S ff �-S4= UF 7 ?- CF Z TOWN OF S j j LOCATION: [AIIAI APve 4 VILLAGE: 9,44 STA13LC LOT # : - PERMIT # : INSTALLER' S NAME: INSTALLER' S PHONE # : 112C' ` i) 2,?6 LEACHING FACILITY: (type) ,[ 6Co CA- 4/n,j(size) NO. OF BEDROOMS: BUILDER OR OWNER � �i/� /Y). cl-L PERMIT DATE: COMPLIANCE DATE:` -- DRAW DIAGRAM ON BACK �7 g J / r,^1"�',�. -- t -3a: ,.# r.c ^_ � . . ... — .+-�'^s!^*t.'r'ur•,:•r�.v..s.y.�—,.-:r+e ,:d..:.._ �,�..�. _. } .. ., -� 1 A� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MA SACHUSETTS � � ".2-1-pophcation for Mizpaal *patent Con!5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Weo p ete System ❑Individual Components Location Address or Lot No. /�� Owner's N ame,Address and Tel.No. ASs�sorrM��cel � �o © o AZ-Z5 s; e Installer's Name,Address,and Tel.No. t4ouEk SoM Designer's Name,Address and Tel.No. �o ILoT�-i G C. C-010 ['y2.Co, 44WO"S d4 U,�'' R45 - /llJdlrSV o `t f, .1sox 3 4'11 (0-CKo u Fe,M ..' M442.STDAIS Wl 1 t.r Type of Building: 20,oz F05 5r fp A Dwelling No.of Bedrooms Lot Si 17�sq. ft. Garbage Grinder( ) Other Type of Building "Showers( ) Cafeteria( ) ' Other Fixtures Design-Flow _//p *-9• 614 gallons per day. Calculated daily flow..730l IkV gallons. Plaii-Date Number of sheets Revision Date j Title- Size of Septic Tank /5'C co Type of S.A.S.IWI-C f6 /A X 3?.$-�* Z/S a � •-) ill Description•of Soil Y.,,FJ1frAe_ Nature of Repairs or Alterations(Answer when applicable) y Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code a not to place t)e system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. a Sig Date Application Approved b e Date Application' Disapproved for the following reasons J Permit No. Date Issued —————————(——————————'————————' —————— ~ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that he On-site ewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandohed( by at �_. AV w- 14 P< Ge has been constructed in accordance with the provisions of Title 5 an the for Disposal System Construction Permit No. 9� yT dated Installer Designer n, n The issuance of This permit shall(not be construed as a guarantee that the sy a will function as designed�'�a } I/ Date �;'1 � 1 —Inspector R t Y i r 4 --------------------------------------- No. Fee 44 f THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS lwigozal *p$tem Construction Permit Permission is hereby granted to Construct( Repair( ),Upgrade( )Abandon System located at and as described in the above Application for Disposal System Construction Permit. The applicant reco nizes his/her duty to comply with Title 5 and the following local provisions or special conditions./� Provided:Construction must be co. let ithin three years of the date of t is! }-p f�Q Date: Approved by / L"/� // L , A TOWN OF BARNSTABLE ��Q tN E r�lr brP�qy� OFFICE OF , BOARD OF HEALTH y MASB p� °0e,1639. \gym 367 MAIN STREET , CEO MPY April 11, 1995 HYANNIS, MASS. 02601 David Munsell Box 431 Barnstable,MA 02630 RE: Lot 5 Redwing Lane,Barnstable Dear Mr.Munsell: You are granted a yariance from the Board of Health Regulation 1.13 which requires a minimum 100 feet separation distance between a soil absorption system and a water course. The variance allows you to install an onsite sewage disposal system at Lot 5 Redwing Lane,Barnstable with the following conditions: (1) The designing engineer shall revise the plans to meet all the plans specifications detailed in 310 CMR 15.00 including the location of the percolation test(s)and water line. The plan must also show the proposed culvert and vent. The reserve area shall-be relocated away from the proposed primary area_In addition,the septic tank must be elevated. (2) The dwelling shall contain no more than three(3)bedrooms. Office rooms,dens, sleeping lofts,and similar-type rooms are considered as bedrooms according to DEP. (3) The designing engineer shall supervise construction of the onsite sewage disposal - system and certify in writing to the Board that the system was installed in strict accordance with the revised plan datedz4pri995: (4) The applicant must remit$100(one hundred dollars)along with the required revised plans in order to obtain a disposal works construction permit within 45 days of the submitted disposal works construction permit application form(submitted_ March 29, 1995). The variance is granted because it is unlikely that any wastewater effluent from the soil absorption system will enter the watercourse due to the elevation and flow path of the watercourse. It is the opinion of the Board of Health that the installation of a septic system in conformance with the State Environmental Code and all other Board of Health Regulations will not adversely effect the quality of the watercourse. Sincerely yours, V� P Pusan.G.RaLj.S. Chairperson Board of Health Town of Barnstable SGR/bcs . I munselld n TOWN OF BARNSTABLE w e�Q.. ♦o, OFFICE OF s • BAaa9TeBL BOARD OF HEALTH i639• 367 MAIN STREET April 11, 1995 HYANNIS, MASS.02601 David Munsell Box 431 Barnstable,MA 02630 RE: Lot 5 Redwing Lane,Barnstable Dear Mr.Munsell: You are granted a variance from the Board of Health Regulation 1.13 which requires a minimum 100 feet separation distance between a soil absorption system and a water course. The variance allows you to install an onsite sewage disposal system at Lot 5 Redwing Lane,Barnstable with the following conditions: (1) .,The designing engineer shall revise the plans to meet all the plans specifications detailed in 310 CUR 15.00 including the location of the percolation test(s)and water line. The plan must also show the proposed culvert and vent. The reserve area shalLbe relocated away from the proposed primary.area. In addition,the septic tank must be elevated. + (2) The dwelling shall contain no more than three(3)bedrooms. Office rooms,dens, sleeping lofts,and similar-type rooms are considered as bedrooms according to DEP. (3) The designing engineer shall supervise construction of the onsite sewage disposal system and certify in writing to the Board that the system was installed in strict accordance with the revised plan dated April 1995. t (4) The applicant must remit$100(one hundred dollars)along with the required revised plans in order to obtain a disposal works construction permit within 45 days of the submitted disposal works construction permit application form(submitted March 29, 1995). The variance is granted because it is unlikely that any wastewater effluent from the soil absorption system will enter the watercourse due to the elevation and flo v path of the watercourse. It is the opinion of the Board of Health that the installation of a septic system in conformance with the State Environmental Code and all other Board of Health Regulations will not adversely effect the quality of the watercourse. Sincerely yours, Pusan4GtO.'s. Chairperson Board of Health Town of Barnstable SGR/bcs munselld JAN-9-1998 11:42P FROM:ATP 5088884029 TO:15087906304 P:1'1 ADVANCED TECBMCAL SOLUTIONS P.O.Box 99 East Sandwich,MA 02537-0099 Phone 508-8884029 July 06,2000 Ms. Donna Z.Miorandi,RS Health Inspector Barnstable Health Department 367 Main Street Hyannis,MA 02601 Re: Revision of system at Munsell Residence,Barnstable Village Dear Ms.Miorandi: I am writing on behalf of my clients,Mr.&Mrs.David Munseli of 3528 Main Street,Barnstable Village(1 I I Red Wing Lane). Their septic installer,Jim Holler,contacted me in October, 1999 about a change to a septic system design by J.E.Landers-Cawley,PE.The design called for six perforated pipes on one foot of stone. It was to be installed nine feet below the final grade. I did an observation hole to verify the sub-surface materials.The soil in the location of the SAS was poor to fourteen feet.I recommended a strip out of the impervious materials to be replaced with clean medium sand to an level five feet from the final grade. The strip out to be five feet beyond the new system.I called for three eight foot by five foot by two foot precast conc.leach chambers with four foot of stone instead of the perforated pipe. I witnessed the strip out and the replacement with clean sand.I inspected the new system before it was back filled.I believe the redesign meets Title V.If you have any questions please contact me at(508)-888-4029. Sincerely yours, aEarintery,P.E. APPL1CA'1'lUIJ FUR PERCOLATION `l'ES11' AND OBSERVATION PITS LOCATION VILLAGE �$ NO: �� f`''-� ^� APPLICANT DATE FEE ��ADDRESS R � �'L5' �� •�� (Non-refunda le � TELEPHONE NO. ENDINEER .�,(--�•�c+eA a� •" r _TELEPHONE DATE SCHEDULED L04I'oN : . Applicant's signature . . .ve •... . . . .. .. . . . . . . . . . . . . .. . .. .. ....... . .. .... . .. . . . SOIL LOG q;5 SUB-DIVISION NAME DATE EXPANSION AREA: YES NO :��LTIME TOWN WATER✓PRIVATE WELL_ -� ENGINEER •-'-u°'^'aA rd2' BOARD OF HEALTH SKETCH: (Street name etc. d EXCAVATOR imensions of lot, exact location of test holes and percolation tests, locate Wetlands in proximity to test holes) :" NOTES: r�c.�J-e 1 cce dl�s c� por c, vim U"51 LOT PERCOLATION RATE: 1 1 n � 111 TEST HOLE NO: 5 A ELEVATION: 1 TEST HOLE N0.. , ELEVATION: 2 1 ,� 3 2 nx Eaayv� 4 l r 4 5 A. � `6 5 ` .. 6 8 , 9 10 to 12 13. � • 13 14 y S I 15o 14 15 I ep� _'.., SUITABLE FOR SUB—SURFACE SEWAGE: ILEACHINGIFIELD �✓ L EACHING PITS �• ,6� vfXHING TRENCHES UNSUITABLE. FOR SUB—SURFACE SEWAGE. REASONSs NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST. APPLICA ORIGINAL: COMPLETED TION, COPY: P RETAINED BY.APPLICANT . BOARD OF HEALTI( j' ya OF4f ,' `•.`:;i`fir _ .. _ _ _ � J o� PM1L ti� ,LR.. �,,s cH����4 \ LOT 8A. CB FND N 87.29'53" E btEtiitWEtAI 52.5 "' a no stet 1 :,' 318-003-003 �`A P1o.321 z� ,��� f�, �,.X. MICHELLE HILTON TRS C.0 6A , g '�fGlSFERE . xr •,. -':� <- COURT 3010 RTE. 6A w � — — HOUSE BARNSTABLE, MA 02630 o N, S 89'37'08" . E . ! I \ y' LOCUS 219.17' I 32' 30 28 26 -� I 1 �� REDWING LOT 6 H 33 i. / / Q �O l TP2/ I • �1/29 27 \ 25 UI,DER 4 ✓ ,� \ I / / / ( \ l I I Q� � � 6 a LOCUS a U F LOT 5 / I � � \ ( k �y �' '/ NOTES: Q d Q w 33.0 \\ 44540f S.F. d I I \, 126 , • THE TOPO AND -PLAN ' tz ,. x w DRYWELLS ., E- 04 a 4 OTAL ,. I I o i WAS PREPARED. FROM T 11 -THE-GROUND \ AN ON THE GROU o ND w I c� \ z 27 � c� � � x 1 � I � I I I \ � I / INSTRUMENT SURVEY o w o p Q ( .�� o,.oei �� 12 128.3" I o TEST PIT. 1 TAKEN r~ x m --- ±' �i5 0' o� I I DECEMBER 2, .1993 w 33.1 .- i...:.... 10.0° ... ......... tv `I28 } E. \ ��������� w.���� ACME H2O --- \ I 'i` iV .—1 (/)� .. .. ����� fl�.'•��� DB 9 BOX TP_ l ® TEST PIT 2 TAKEN I fs. 14' 5' �d '37. \ —1 29 MARCH 24, 1994 0 30.7' �.. o.v��.o ® o 14, ww r~ I DECK --.\\\•x \\, • --- w 35 J ::: A"��:' ACME H20 I8' w� fw� I w f , � \ 130 ® TEST PITS lA, 2A 3A \ , 33.2 Q .o zt .;� .. sT isoo �� --- f r� 34 �..� �* I 4A TAKEN JAN. 12, 1995 w 53.4 �.. --- jw �: \ — 131 I , . ..•uo 0s�. o:W. 2.0 12' oId 1 \ I I DATUM, IS N.G.V.D. 35\ \,a �:o —� — 35- - - 1W i� - - 32 BENCH MARK TP 2A 3 { \ — — ® RESOURCE AREA DELINEATION \CYD \\\ 33 BY CAPE ENVIRONMENTAL NAIL SET ELEV. 36.47 . , — — _f t - 35 0 0z' 10 ' DR 133.8 — _ I I ASSOCIATES o - - lA IUEyY I 34.2 - 134 j30 ® ��.1 W PATH ® ALL OF :LOT 5 IS IN FLOOD .�.. iii.,24' I35 Z C„ I// UF. WATER� „ , , ,., , , ,.. ONE „ GARAGE PIP S,WALE — — i ... . . cp� r � — -136 -1 0 - a ..� PROX DEEP 1 CB FND — 1; 137 I APPLICANT: 51.6' tV 34.6 o x . . DAVID -MUNSELL 3179 MAIN ST. (RTE 6A) �38 I BARNSTABLE, MA 02630 _ _ I / o /I I PROJECT LOCATION: _ � J �- 36- 229.32' \ I 1 r` _� I I LOT 5, REDnNG LANE N 89'40'43' W f\ I` I CB FND BARNSTABLE, _MA 09 I J.E. LANDERS—CAULEY, P. E. LOT 4 I . CIVIL ENVIRONMENTAL ENGINEERING REFER TO 37 _ _ _ I �` , // / � P.O. BOX 364 WEST. FALMOUTH, MA 02574 PLANBOOK 435 PG. 90 _ }' — = I (508) 540 - 3022 38 -+ — t,J / REVISION: - FEB. 7, 1995 ASS. 318-003-001 DATE: JAN. 12, 1994 0 TO FOR LOCATION N OF EASEMENT I 39 REVISION: MAR. 2,: 1995 SCALE: 1" = 30' REV. OCT 20, 1994 - JOB NO. 42580H SDS SHEET: 1 OF 2 < - 'F.F. ELEV.=36.0_ 20' MIN. ELEV.= 34f_ V MINIMUM OVERLAP ON ALL EDGES ELEV.= 33.0f • CONCRETE COVERS LATER END PIPES , IPE .• 4 N ALL 4" DL4. SC 40 PERFORATED PLASTIC P " ELEV.=25•0 a' ox CENTER, ND CAPS- 0 . 12" MIN. 2" LAYER OF ELEV.= 26.98 26.08 CONCRETE COVER A 1/6"-1/2" . ELEV.=---- 25 83 ELEV.=_-__ SLP.= O.OI 6 MIL (0.006") PLASTIC MEMBRANE WASHED STONE DIST.=- 14' FLOW LINE ELEV.= 25.38 2-- o°� 0000o SLP.=A.02 DIST:=_ 1 V - 10" MIN. 19" DIST.___�' ( . � O O O 3/4" TO 1_1/2 4" CAST IF20N OR _- SLP.=P.��2 1 _" SCHEDULE 40 P.V.C. 4" CAST IRON OR 4" CAST IRON OR OO�OuOVOVOVOVOVOOOVOVOVO(' 0000o VOUOVOVOVOOOC WASHED STONE SCHEDULE 40 P.V.C. SCHEDULE 40 P.V.C. .O,�O O O O O O O n O n O n O n 7 O O O„O O O O O� ELEV=24.0 } ELEV.= 25.21 T A 1500 GALLON SEPTIC TANK DISTRIBUTION 6 PERFORATED PIPES UTION BOX 11' USE STONE TO LEVEL THE LEACHING FIELD IS 12' WIDE THE BED AS NEEDED BY 37.5' LONG. Ia = BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV _133 so�,a �1s PERCHED WATER FOUND 'AT -ELEV. 14.6 � utipiv;.".Rv`CiiJ LCI If ..i' s C V�L " PROFILE , DF 1' MINIMUM OVERLAP ON ALL EDGES 6 MIL (0.006") PLASTIC MEMBRANE _F 2' LAYER OF y3.� ^o^o^o o^o^o O �'O � O � v0UOv0 WASHED STONE SEWAGE DISPOSAL SYSTEM � TMO1-1/2- 'BELOW STONE O 00 00 ® 000 PIPES .WAS JD STOE NOT TO SCALE I 6 PERFORATED PIPES SECTION A-A . S 6,. ON NT SOIL LOG PIPE CENTER: GENERAL NOTES: WITNESSED BY:_EDwARD BARRY�Box AGENT _ DESIGN 'DATA: ER E: 4___MIN/INCH P=835'7 AT P COLATION RAT 7.5+I x 12+1)=500 [[ DESIGN FLOW '(3 ) 1. THIS PLAN IS FOR THE CONSTRUCTION. OF A NEW- SEWAGE DISPOSAL SYSTEM. TEST, HOLE3k TEST HOLE4A NUMBER OF BEDROOMS 'THREE__(3)_500xO.75=375gpd 2. PLAN REFERENCE BK 435 PG 90 LOT 5 BARNSTABLE REG. OF DEEDS DATE: 12-2=93_ DATE:.1=12=95 _ ` 3. THIS PLAN IS FOR THE INSTALLATION. /REPAIR OF SEPTIC SYSTEM "ELEV._25.0- A_. ELEV._34.5_ GARBAGE DISPOSAL 101�E-(0)_____ AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. FT ELEV FT TOTAL ESTIMATED FLOW 1Zp___ GPD TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS. 0' '. :131,311U1,21, 35.0' 34.5 ' 0' FOR THE SUBSURFACE DISPOSAL OF SEWAGE. ( _13,32_ GAL /BR./DAY X �3 BR. ) 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO. WITHIN LOAM & TILL 12" OF THE FINISHED GRADE. _ •ASEPTIC TANK .CAPACITY _15IZCL_ GAL. 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE LOAM & TILL. 28.0 6.6' LEACHING AREA REQUIREMENTS SAME, UNLESS NOTED BY FINAL CONTOURS. SANDY TILL 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE i 24.0 10.5' SIDEWALL AREA Q S.F. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 12.5' 22.5 BOTTOM AREA _402_ S.F. WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING LOCATION -SANDY LAYER SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING SANDY SOIL OF ;TEST 19.5 15.0' AREAS UNLESS NOTED. 16.6' 1OF ( DEWALL) __}3Z--- GPD LEACHING CAPACITY BOTTOM & SI 8. ANY MASONARY UNITS USED TO BRING COVERS T0, GRADE SHALL SANDY TILL , BE MORTARED IN PLACE. 18.6 16.4 if �.,., 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH RESERVE LEACHING CAPACITY __337 __ GPD B DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERCHED WATER OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY-— AT 18.6' L DAT : MARCH 2 1995 H LOCATION APPLICANT: SEL E 10. THE EXCAVATOR CONTRACTOR SHALL VERIFY THE L ATION OF : AP ANT• DAVID MUN , ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. V. - SHEET 2 OF 2 JOB # 425PRO SDS r r 0 T Q (� CB F'ND 87"29'S`3" r . Ir O, O 52.50' A318-003-003 MICHELLE HILTONTRS ae 3010 RTE. 6A c) Un COURT 1, BARNSTABLE, MA 02630 0 , HOUSE IV p S 89'37'08" E 1 LOC L i 219.17' 32 28 26 - �r� RED". I, �04 31 33 LA � TP I .9 27 125 DER 3 4 d 29.9 LOT 5 7. _ x \ LOCUS 44540f S.F. H / p i �co NOTES: a / E 26 � • THE TOPO AND PLAN �t CONC. DROP MAN— 5' xmE sTRIPo ."c ,\ WAS PREPARED FROM a O d DRYWELLS HOLE DM—T.-BOX'F z I ( I AN ON—THE—GROUND of *SEE PAGE 2 \ cD 7. 27 a, (4 TOTAL) w i INSTRUMENT SURVEY j ' 0 1 T 1 1 4-1 1 1 TP 1 114.0 la.o'• - to c0 ,.���� -�,s'� • TEST PIT 1 TAKEN a 33.1 ¢ CD �_ ��'�. DECEMBER 2, 1993 ,. T E, ® � x N;��� RESERVEti w =� � t� 8 LC, TEST PIT 2 TAKEN 40' c, ,22.0'-.::::; s o AREA ® 2'y \ tV i v KTiF v' O m.iiiiiiiiiii- 58.8' 8.9' — 29 ( r�V MARCH 24, 1994 05 o: '.PROPC?SED HOUSE;;' " ACME H2o �' �` 34 30 TEST PITS 1A, 2A, 3A, 54.8' .• •-AREA 1716 S. i••g o' 1� ® ` o� 4A TAKEN JAN. 12 1995 ,.N,.......�..� 31 35 le.o' o.,,,,o TP 3A P POSED PIPE_ s ® DATUM IS N.G.V.D_. _ EE DET�A L NO PAVING IS ALLOWED w \ I P 2A 7 — 35 ` SHEET \ 3" OVER THE SEWERAGE o RESOURCE AREA DELINEATI a I I co BE CH M '► 8.6 I - —33 SYSTEM. BY CAPE ENVIRONMENTAL aII N 35 NAI SET V. 36.47 TP 1A 10 ' GRAVEL DRI , �3,g'g J FD I STRIBUTION BOX TO BE ASSOCIATES EI'llUlf O 1 ® vE `�Y �'f 'EXISTING 34 ® RELOCATED WHEN RESERVE ® ALL OF •LOT 5 IS IN FLOOI Oil V) .24 EXISTING DITCH ZONE C ii 34.z 5 ARE ,GARAGE _ zilPIPE & SWALE I a��N of ,yq ..-.,�� ,,,,,,,,,,, PROX is" DEEP - � y 51.6' - CB FND J„ >r 34.8 ' I ; 7z 37 �BAN JOH G�\ APPLICANT: d 1. DA VID & NOELLA MUNSELL x W ru 1' 1 3179 MAIN ST. (RTE 6A) ,�;; G' n' 8 � BARNSTABLE, MA 02630 '� ry o CI�STC� Off _ `" _/ � ��I I � F�slOt�p� E PROJECT LOCATION: r� l 36 229.32' � �'" " LOT 5, REDWING LANE C •:-FND. . .`� BARNSTABLE, MA N ✓39'�10'�1a" W � REVISION: FEB. 7, 1995. 1 ,C�`I' �1 \ �'\� , �� REVISION: MAR. 2, 1995 J. E. LANDERS- CAULEY, P. i Iz "I"i,.fz TO :17 I � i REVISION: MAR. 27, 199.5 CIVIL ENVIRONMENTAL, ENGINEEKIN(; - - P.O. IIOX '164 wF'-�'r- FALMMITH, MA n,,�,-» IdNI:'JON: APR. 17, 1995