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HomeMy WebLinkAbout1000-121.-4-20 a�s OFFICE LOCATION: �`V�. �e?�✓ , MAILING ADDRESS: Town Hall Annex �'` P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 ae► a LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 15, 2025 Re: LWRP Coastal Consistency Review for KLEIN FAMILY TRUST SCTM# 1000-121-4-20 AMP Architecture on behalf of the KLEIN FAMILY TRUST requests a Wetland"Permit to remove existing dwelling, rear wood deck, walkways and septic system; construct a proposed two-story, single-family dwelling with a 1,326sq.ft. footprint; a 527sq.ft. uncovered elevated rear deck with stairs to ground, and a 143sq.ft. covered elevated rear deck off dwelling; a 349sq.ft. covered front porch and walkway; and an I/A OWTS sanitary system and leaching pool landward of dwelling; install an 18'x30' inground swimming pool with 10" coping; install a 574sq.ft. blue stone pool patio; install a pool drywell, pool equipment area, and ±250 linear feet of pool enclosure fencing with gates; install 567sq.ft. asphalt walkway and parking area; install a ±1,467sq.ft. gravel driveway; install two (2) drywells in front yard for new impervious structures; install a buried 500 gallon propane tank in front yard; install an A/C condenser and generator on concrete pads; approximately 296 cubic yards to be excavated for dwelling, septic and inground pool, and approximately 1,028 cubic yards of fill proposed for backfilling and grading. Located: 2155 Laurel Way, Mattituck. SCTM# 1000-121-4-20 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the LWRP policies 5 and 6. 1. The pool in its current location will sit in the groundwater. The test hole was dug at a much higher elevation near Crescent Way. 2. The grading proposed on the property will impact drainage patterns and vegetation in this Critical Environmental Area. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold (K�F20Wi 7D LWRP CONSISTENCY ASSESSMENT FORM JUL 10 2025 SOUTHOLD TOWN A. INSTRUCTIONS PLANNING BOARD 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its simificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail listing both su and non- suniDorting facts. If an action cannot be certified as consistent with the LWR Y0 standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at own of Southold's d of Trustees O e, e Planning Department, all website (southoldtovvn.northfork.net), the Boar J local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION C SCTM# 121 -04 _20 PROJECT NAME Klein - New Dwelling The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation, land iransaction) ❑ (b) Financial assistance (e.g. grant,loan,subsidy) (c) Permit, approval, license,certification: Z Nature and extent of action: Demolition of the existinghome and new build of wheelchair accessible 4-bedroom home(1,326 SF), consisting of a basement with walkout egress,Pneumatic elevator fromcthe main floor to the basement New rear deck (673 SF), and 18' x 30' In ground swimming Pool A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build April 29, 2025 Southold Town Trustees 54375 Main Road Southold, N.Y.11971 RE: Klein New Dwelling 2155 Laurel Way Mattituck NY,11948 SCTM#1000-121-4-20 Proposed Protect Description Demolition of Existing Home Removal of Existing Conventional Septic System located in the rearyard Removal of Existing Rear Wood Deck 15'x 4',8'9" x 25'-275 S.F. Removal of Existing Dwelling 10'1"x 25',28'2 112"x 10'2 1/2" - 541 S.F. Removal of Existing Walkways New Build of Dwelling Proposed IA OWTS & Leaching Pool located in frontyard Proposed 2 Story Single Family Residence; 21'6"x 19', 8'10"x 101",36'x 23'-1,326 S.F. Proposed Uncovered Elevated Rear Deck w/ stairs to grade; 134"x18',5'x 32'91/2",15' x 4'- 527 S.F Proposed Covered Elevated Rear Deck; 15'4"x 9'10"-143 S.F. Proposed Covered Front Porch and Walkway;4'1"x 810",10'2"x 910",4'x23',10'1 1/2" - 349 S.F. Proposed Inground Swimming Pool w 10" pool coping & drywell ; 18'x 30' -540 SF Proposed Pool Fence Enclosure;Approx. 250 linear feet Proposed Pool Blue Stone Patio 1271/2"x 31'4" 31'4"x 5',6'3" x 4'4",4'31/2"x 6'- 574 S.F. Proposed Asphalt Walkway & Parking Area-11'10"x 8'21/2", 26'4"x 26'5" - 567 S.F. Proposed Gravel Driveway- approx.1,467 SF Proposed (2) Drywells in the frontyard for new impervious structures Proposed Buried 500 gal propane tank in the frontyard Proposed Pool Equipment Proposed AC condenser&Generator on concrete pads Approximately 296 cubic yards to be excavated for proposed dwelling, septic and inground pool - Dwelling depth at front yard =7, property slopes to rearyard - Pool depth = 5' continuous depth Approximately 1,028 cubicyards of fill proposed for backfill and grading. Page 1 of 1 Location of action: 2155 Laurel Way Mattituck NY 11952 Site acreage: .7 -- Present land use: Residential Present zoning classification: R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: AMP Architecture — — (b) Mailing address: 10200 Main Road, Mattituck, NY 11952 - (c) Telephone number: 631 603 9092-- -- - - Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency?--- C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the"Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable The proposed residence accessory building and as-built deck maintain the community character. Congruent distances to wetlands are maintained throughout the neighborhood. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the "Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable There are no historic or Archaeological Resources on this property _- Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the 'Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable The proposed home does not obstruct the visual quality of Laurel Lake and Laurel Lake County Park. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize floss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable The proposed Construction will be controlled throughout the project, All new permanent structures will be connected by Stormwater Management Systems Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ❑Not Applicable All proposed structures with be connected to Stormwater Management Sytems which will protect and improve water quality. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes [—]No W] Not Applicable All Proposed work will remain outside of the wetlands and proper precautions will be put in measure to prevent the quality and function of the ecosystem from being affected. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the 'Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑✓ Not Applicable The proposed work will not affect the air quality Attach additional sheets if necessary. Policy 8. Minimize environmental degradation in 'Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable All construction debris will be disposed of properly PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No❑ Not Applicable Proposed work is located a on private site. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold`s water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑✓ Yes ❑ No❑ Not Applicable The proposed work will not affect marine resources and marine life. The home will be situated outside of wetlands Ha bales silt fencing and other items will be used to protect wetlands during construction. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the 'Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No Z Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable PREPARED DY AMP Architecture __TITLEA i V) DATE 04/01/2025 t • z s. -a. LOOKING TOWARD LAUREL WAY FROM SUBJECT PROPERTY: FACING NORTHEAST J I LOOKING RIGHT TOWARD LAUREL WAY FROM SUBJECT PROPERTY;FACING SOUTHEAST r � r. 1 z � F T T V� LOOKING LEFT TOWARD LAUREL WAY FROM SUBJECT PROPERTY;FACING NORTHWEST KLEIN RESIDENCE AMP Architecture 2155 LAUREL WAY,MATTITUCK,NY 11952 Design + Build PHOTOS TAKEN ON NOVEMBER 1ST,2024 g -�` 4 .ice os F "' ? �•' � � _ - . ��i�+��� r r _ LOOKING RIGHT TOWARD SUBJECT PROPERTY FROM LAUREL WAY;FACING SOUTHWES l� ' F LOOKING TOWARD SUBJECT PROPERTY FROM LAUREL WAY;FACING SOUTHEAST Or LOOKING LEFT TOWARD SUBJECT PROPERTY FROM SUBJECT PROPERTY FRONT YARD;FACING SOUTHEAST KLEIN RESIDENCE AM P Architecture 2155 LAUREL WAY,MATTITUCK,NY 11952 PHOTOS TAKEN ON NOVEMBER 1ST,2024 u�Slgn + Build s C' LOOKING RIGHT TOWARD LAUREL LAKE FROM SUBJECT PROPERTY BRICK WALKWAY; FACING WEST - k t t ;f LOOKING RIGHT TOWARD LAUREL LAKE FROM SUBJECT PROPERTY REAR YARD;FACING SOUTHWEST LOOKING LEFT TOWARD LAUREL LAKE FROM SUBJECT PROPERTY REAR YARD;FACING SOUTHEAST KLEIN RESIDENCE AMP Architecture 2155 LAUREL WAY,MATTITUCK,NY 11952 Design + Build PHOTOS TAKEN ON NOVEMBER 1ST,2024 -,r w LOOKING TOWARD SUBJECT PROPERTY FROM SUBJECT PROPERTY REAR YARD ;FACING NORTHEAST � J r VY \• } LOOKING TOWARD LAUREL LAKE FROM SUBJECT PROPERTY;FACING SOUTHWEST KLEIN RESIDENCE A M P Architecture 2155 LAUREL WAY,MATTITUCK,NY 11952 PHOTOS TAKEN ON NOVEMBER 1ST,2024 Design + Build asxsee \ osasse \ ao-x as n-zzae ao-,sex R sEE ssc.No.ns PEcasc wn no toaxax �: n�..x' NArri, uxE 1i1yz) mm o m \ soA \ EaRP«.No 3 ' lo-a '• / � wx-0iea- ebe,.et 6.]A a \tNATCH -- -. 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SITE LAYOUT NOTES: a,,,i RRO.IEGT,/:ZONING,DATA....,� r kc� x „ ,. ��. t•.,- ..,: .. ,_. ..,m, ,...,: r � ,:� .fir. ''2 � ;�.. s z•�:. •� SOUTHOLDZTOWN GODE..280 20"1. A j >7 :: : :< :. ,i. F: I. THIS IS AN ARCHITECTS SITE PLAN d IS 3, �().x,. fi MF. 5UB,EGT TO VERIFICATION BY A LICENSED LOT 51ZE/AREA IN ALLOWABLE TOTAL TAX MAP# 1000-121-04-20 €m a o SURVEYOR. THE INFORMATION 52,556.0 S.F. 2,556.0 S.F. -r w 3 EXCESS OF 50,000 6FA 6FA w REPRESENTED ON THIS SITE PLAN 15 TO THE ZONING DISTRICT R-80 NON-CONFORMING 5?F 9 ARCHITECT'S BEST OF KNOWLEDGE. (d) LOTS CONTAINING UP TO 5,100 S.F. d F. ¢P 2.SURVEY INFORMATION WA5 OBTAINED 40p00 S. MAX. LOT AREA O.-i ACRES ,;=, O w Z.o,w W"v ALLOWABLE S.F./PLUS o FROM A SURVEY DATED SEPTEMBER 14, o c-'o m 2024: OVER 30A 00 EXCESS LOT AREA 4550.0 S.F. 116.1 S.F. 4526.1 S.F. 2652 S.F. WETLANDS DISTRICT PENDING 0, ¢J na PEGONIG 5URVEYORS,P.G. DEC DISTRICT PENDING 'n> m a P.O.BOX 90c{ o;w 1250 TRAVELER STREET >5 w SOUTHOLD,NY IMI SUFFOLK COUNTY HD APPROVAL _-__ PENDING SOUTHOLD, u o a of (651)165-5020 FLOOR AREAS'PER•SOUTHOLD-TOWN-GODE,:SEGTION`280 20 T (AXU: =a a$ PROP05ED PROPOSED z o¢o CONDITIONED 6RO55 J o z 3 SPACE AREA z o w¢ PROPOSED 18 X50 o a F'� INOROUND SWIMMING L A U R E L L �` ---""�' ' �', --LANDWARD EDGE OF FRESHWATER FIRST FLOOR 466S.F. 1,5265.F. Na9Wa POOL W/ 10" COPING _- 4 !k Pa.�� z WETLAND BOUNDARY AS o 4---,- - _----——-4-"-—� SECOND FLOOR 1,212 S.F. 1,526 S.F. -�,44,�,1_��_ �`;� a--_-----_-_- -1 � DELINEATED BY EN-CONSULTANTS ON MAY Oct, , 2022 z Z Z° • \-\ —a-- _ J ___ O AREA TOTALS 2,118 S.F. 2,652 S.F. n w_[Y 3 o jZ 2 �0 - — — ------------ -- - O LIMITS OF CLEARING \ 1 GRADING AND GROUND LIMITS OF CLEARING, o�0i _ _ --_,�_ DISTURBANCE LOT COVERAGE,._ GRADING AND GROUND Y/ a-- r --- '- - 1 ►� _ - 0 5 m a DISTURBANCE (0/ m - - tt X— --LLI EXISTING DWELLINIm G WOOD SOUTHOLD TOWN 2_00 E80-124 • � aZ�g ` DECK TO BE DEMOLISHED w ui a o DESCRIPTION(FOOTPRINT) AREA COVERAGE ..a`o' 1 iE 50' FRESHWATER _ ._- EXISTING SEPTIC TO BE SETBACK ���F'- — I EX15T.R STANDARDS 31�03 S.F. EMOVED AS PER SGHO TOTAL LOT AREA 52A56 S.F. " T � --- BUILDABLE LOT AREA(TOTAL S.F. PROP. POOL LESS AREA OF WETLANDS) F __ - - = Y=' -- - �'' r I 9�4_ _ r ;\ EQUIPMENT _'_____'___ __{ EXIST NG WATER ` ,': WELL I PROPOSED DWELLING� � 26 S.F. � ----�--- — 42% 70' FRESHWATER I Q 15r� PROPOSED DECKS AND �\ \, IIUI9 S.F. 3.2% SETBACK TRUSTEES PIER LINE - WA:LKWA PROP. POOL !';,;;' Lw+ ;�`= r — a PROPOSED INOROUND SWIMMING q y srJ POOL 540 S.F. 1.1% FENCE / re 4-1 \F-NCLOSURE PROP. ELEVATED REAR -� ``�"�._ ---- '� I 1 DECK (UNCOVERED) _ TOTAL AREA OF ALL STRUCTURES 2885 S.F. 9.1% I ,100' 50UTHOLD TRUSTEES MAXIMUM LOT COVERAGE ALLOWED:& NYS DEC FRESHWATER5 — ,gym N SETBACK Q (n o '�1 GULATION5_MAIN BUILDING - s i o • ROP. ��9 ZONING RE 0 PROP.\BLUESTONE _ PATIO WALK Y B _ * PROPOSED I STORY 14_ �ECK STA 5 *5t�_„_ 51NOLE FAMILY D I G SOUTHOLD. TOW_N_GODE 280-124 P O �D�Je I Q•� XSz,, ', fPaoP.l PROPOSED AG CONDENSER 4 PROPOSED COMPLIES PROP. GENERATOR W/ MIN. 5; ; ' ' '-�I \ SEPARATION 4 10' SETBACK MIN. FRONT YARD 40.0' - 15.6' YES a-------- _ I !� ?oq� \ FROM PROPERTY LINE Y PAP - MIN. SIDE YARD 0.0' 14.8' YES 100 FRESHWATER ��� D{"+� MIN. COMBINED SETBACK PAP.' i ryjo "rz ! `. 55.0' 112.2' YES i'' $ ryrc d w SIDE YARDS PROPOSED DRYWELL Go 22 MIN.REAR YARD 50.0' 14.6 YES ` xlsr� V 3 "A MAXIMUM HEIGHT 55.0' 24.4' YES PROPOSED COVERED Z Z � FRONT PORCH W LLI L Z PROP. BURIED 5006. 22 DRAINAGE SYSTEM CALCULATIONS: J = Y E 0.4 PROP-__ ! Y t� PROPANE TANK -f _ _ PROPOSED ASPHALT TOTAL IMPERVIOUS ROOF GOVERAC7E = 1,995 S.F. W g = 19 I TEST !� WALKWAY & PARKING 1,945 S.F.x 2" RAINFALL EVENT = 5523 G.F.STORA6E REG.V L �3, Y HOLE�,yt�- , AREA (1)8'm DRYWELL PROVIDES 42.22 G.F.PER FT.OF DEPTH O N Q PROPOSED GRAVEL (2)5V x W DEEP D.K.PROPOSED = 331.16 G.F.STORAGE PROVIDED ,_�, DRIVEWAY POOL DRAINAGE: 5%x 540 S.F.x 5 FT.(AV6.DEPTH) = 155 G.F.REQ.'D PROP. I/A OWTS B j <,— •� a PROPOSED OVERHEAD (1)6Wx5'DEEP POOL D.K. = 165.55 STORAGE PROVIDED �'�a o LEACHING POOLS22 G WIRES ELECTRIC a I , 1 �i •.J \i E O - 14.7T _-541*58'11"E �� ® - 1 :o cy cq PROPOSED APR 3 0 f 51 TE PLAN y y� SCALE: 1" = 50' Southold Town Board of Trustees a m zQ W J Y R a O�Q GENERAL SYMB OL KEY: w3 ¢ Q EXI5TIN6 TO REMAIN O,r-�--� F �''��Wes' U O w= Q W NEW WOOD FRAME LL W D i O j r Z F >> ina 5l'-10" mwa3¢ o=zgw =O O Q N �Qr wQ aazos ws Q LL PROPOSED O LL O W V aI DECK >6iLL,z=3 NEW in 550 S.F. o wa F DOWN (uNGOVEREv) w&S W 3 N a O N Q +lr _ ' z•;j 'I� IL v W a / :�:. II tt1 uzsyjwO O o Z= m3amWw�EYa �ONUo r PROPOSED / I a W U it z¢O Q a a Qa Ws L — -N KITCHEN 154 S.F. / tn�J rI / W.6.ma loom. * A / PROPOSED / W ❑1 \ - \ MA5TER S_ \ / \ BEDROOM / LATHEORAL \ / PROP05ED £ 4-J CEILING DECK a \ ( � -q 143 S.F. �- \ / ^""` (COVERED) PROPOSED p --j DINING ROOM \ �GATHEDRAL / 1715F. COLIN& / 8'-IO° \ m I PROP. ' N �' FOYER = ' Q `fl I 140 SF. - - X PROP. p PROP05ED I GL. LIVING ROOM \ m — — — — ` FLAT T 203 S.F. GEILIN6-1-1 � n k p j, 'J (14)RI®MAX.825'NEW t PROP. (15)Tr a MIN.IO" DOWN m m - FLAT in 6 _ PROPOSED GEILIN6� 1 9SF T BATgROOM = _ rROP05ED m 00 ELEVATOR �. LU KALKOUT \ CEI NG� LINEN 6RADE 4 O . LJ.1 L1.1 � Z 3'-10 a .u - r-r'='- ^:.. •w, `.3' r'?'�rp47`. a _ .. .eG M J Q = `1 p PROP05ED � ~ T BEDROOM PROPOSE w I56 S.F. BATHROO p N Q T PROPOSED y O a t PORCH AND wA1 KKAY n,, i __., ,.•s 34q S.F. ,k N LO J v _ 0 F- 3nb" I'-0• o PROPOSED SECOND FLO OR PLAN (WALKOUT TO STREET SIDE) x,,�: = N W Y rx-wa¢ mw3 GENERAL 5YMBOL U I--� E HB4 FO WA710N wAU 0, O Z w x %15TIN6 TO REMAIN um.�m wF off¢ I� J IOW WOOD FRAME - - - - - - - - - - - - J Q F w¢ — — — — — — — — — 0 — ❑ =E a¢wx Qa¢px NEW lu I Z?oaawa IMP I OO N�10 -5" _. �_° • II I I �=�gga? wuOzZ�"omw¢amgai maW�QZwumxaw�wav�¢Ox�wG-3xr3wa wN xoQ'zZQ o 70 a:s wVz s ^2 a o a I p rooacoi PROPOSED PROPOSED BEDROOM BEDROOM 140 5.F. 141 Sr, I O W N - � I T — U I N m a r T WAL KOUT TO ! 1 PROP. s GRADE _ �.J O PROP. I PAMOI�Y ROOM v i_ (Y 12 S.F. I 252 Sr, n, W � I I LINEN PROP. LNDY. 00 OP05ED 0o ELEVATOR �- I,•. v W Q e�•I a � n. �_ � � PROPOSED z z � } W Z in - J � m II'-3" Y L 1 PROP. O 0, of=IN.NNG Ci OND, 5'-2' 11 s 5 5F. 0 N SPACE Q Q 0 IL N m LAKE SIDE) PROPOSED FIRST FLOOR PLAN (V`IALKOUT TO SGALE 3/Ib'= a 8"THICK REINFORCED CONCRETE 24'DIAMETER INLET COVER;IF PLACED UNDER DRIVEWAY &RATE t FRAME;IF g� COVER TO BE TRAFFIC BEARING 5LA5 PLACED UNDER DRIVEWAY Y GRA55 5HOULDER AREA OR GRATE TO 5E CAST IRON M.0 w3 DEFINED SURFACE COVER F z F a ��_I 12; a w -- — — — — — _ — 00000000000o w 00000000000 in- Z ❑0o000a0000 it II ❑O�O O O Q O 0 0❑ "� III 0000000000 _ Zi o=z z 0 w 0 Z o= O z i 1=1 PRECAST GANG. a w° �y f LEACHING RING.SEE Z 0 o _ zoLLo ® 51TE PLAN FOR R a ® WATER J�z� - 51TE PLAN FOR READ z w°w as EFFECTIVE DEPTH °a S DIAMETER A5 2-0" rn a s w a MIN. MIN. PER 51TE PLAN ° N SAND it FILL om PROPOSED DRYWELL SECTION aC�,q <a, w z Qo 50ALE: 5/lb" = I'-0" 2 z z s �-kZa ow�Yz Qx3ao o°�rF wow W EXISTING GRADE W F= ao Z�oaa azow¢ N PROP POOL 5'-0"GONTINUOU5 DEPTH ^` W I L V .-J — U PROPOSED POOL SECTION N m NORTHWEST ELEVATION (RIGHT SE) SCALE: 5/1b" 4-1= I'-O" ID + SCALE: 5/16"= 1'-0" U L BLUE570NE GRAVEL Q (J) (1) 6" 13LUE5TONE QUARRY BLEND `� ❑ y G UNDISTURBED EARTH IL PROPOSED GRAVEL DRIVEWAY DETAIL00 z z w } YW gL) ® 0 ~ o CV QC a o CL a a O CD di NORTHEAST ELEVATION (1=BONY) 51-ALE: 51I6" Q _ Q N ax _ ZrN3 F=r Q w O ui�Fx-Z a. w mFag�>> Z=Z J W Z U O<N �Qr'm"a =aQWs ❑w C U Q O LLO 0 3 Z w O w a r uFl�nl I NwNa owo—o axxxm ¢rpm Z Z Q W a p U Z Z c�i ow3zZ nn xxrQo 0 w 2 r U w r 22N w ¢wr¢o QN3<m Z(X o ga�wx aZ��cv x W a c�m 0 N � �ooacoi W i� 70 4--j U SOUTHWEST ELEVATION (REAR) i � SCALE: 5/16"= I'-0" •— I _ ------- - PROPOSED RIDGE HE16H 14 LL - W Z Z W w L U a' Z J o � Y Y w g � PROP. 15T FLOORLo F.F.EL. L ~ C, ELEV. +232' O N CQC J G CL CL .. L / t - CIAGo ---- EXI5TIN5 NATURAL GRADE 6 5A5EMENT FI -—-—-—- SOU THEAST ELEVATION (LEFT SIDE) SCALE: 3/I6 a z 5" Y mwo 00�3 F=z_a U J 2 aF z p w W-4) LOCKING z J o "aasw PROP. 4 ACCESS COVERS o 3 a F BEDROOM w/R15ER o w a DWELLING SYSTEM PRE-CAST GONG. q o m CONTROL/ALARM 24"m LOCKING COVER BELOW GRADE m a 5 w F.F. EL.=23.2 (NEMA 4X RATED) ACCESS COVERS 1'-0" MIN. w/RISER 2'-O" MAX. z o a MAC 80RI I POLYLOK 20"4 D-BOX w/ J a z W a BLOWER PROF. GRADING TO ACHIEVE N E a w 10. I 1'-0" MIN. SECURITY GRATE (BAFFLE 1'-0" MIN. a 2'-6" MAX. REQ'D IF INLET PITCH 2'-6" MAX. 5% MAX. SLOPE FOR MIN. 20' z o LL o= 4" HOUSE MAX• PROP. GRADE EL. ® PROF. L. ® PROP. DOWN-SLOPE OF LEACHING > z 3 MAIN DRAIN TREATMENT UNIT=20.5' EXCEED$ C� (SEE 51TE PLAN) o a F cai G.O. LEAGHIN6 SYSTEM=1qS' N a r W a I INV. 0.0N L——————————— ——————— - O T/. o m wax. ZQw QO MIN. INV. MIN. 4"Q SDR 35 MIN. 4"� SDR 35 EL.=18.8' PVG OR EQ. INV. .=18.3' PVC OR EQ. MIN. 4"� SDR 35FLOW LW aEL.=18.5' MIN PITCH ":I' INV PVC OR EQ. u w3 z zMIN PITCH ":I' in MIN PITCH ":I' INV. w o=z~w 0 w W 2" MIN. DROP O F m Z Q o a a BASEMENT PROVIDE CAST IRON PROVIDE 12" THK. (MIN.) (PROVIDE END GAP w nil e a w o 2 PIPE EXTENDING 2'-0" BED OF SAND OR PEA TYPE LEVELING a z o EL.=14.2' MIN. FROM BUILDING GRAVEL BENEATH LEAGHIN6 `9 F w=. DEVICES GES AT OUTLETS) x N - Y FOUNDATION FUJIGLEAN GEMS DISTRIBUTION BOX POOL(5) W f o o¢u 245 NITROGEN REDUCTION SYSTEM REPLACE EXIST. 501L w/3' GLEAN SAND 8'-O"--" COLLAR 5URROUNDIN6 L L.P. WHEN EXIST. SAND O Z D 4 GRAVEL (5P/54 i -- — LAYER NOT PRESENT tl1 04-1 W W HIGHEST EXPECTED — — — — — — — — — — — — — — — — — — — — — — — — — — — — GROUND WATEREL.=6.8' — — — — — — — — — — — — — — — Q —U5 GROUND WATER EL. 055ERVED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CD® TEST HOLE =3.6' — — — — — — — — — — — — — — — — — — HIGHEST EXPECTED GROUNDWATER: INNOVATIVE 4 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OWTS) C AN ADDITION OF 3.2' HAS BEEN ADDED TO THE OBSERVED TEST HOLE GROUND WATER ELEVATION TO I. I/A OATS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 GPD (4 BEDROOMS). Q ESTIMATE THE HIGHEST EXPECTED GROUND WATER ELEVATION. THIS ADJUSTMENT WAS DETERMINED USING PROPOSED FUJIGLEAN GENS I/A OATS PROVIDES 500 GPD TREATMENT CAPACITY. MEASUREMENTS RECORDED AT A NEARBY U.5.5.5 MONITORING WELL. THE VALUE OF THE ADJUSTMENT NA 2 INSTALL ALL COMPONENTS AS PER MANU. SPEG'S. DETERMINED BY CALCULATING THE DIFFERENCE BETWEEN THE GROUND WATER DEPTHS CLOSEST TO THE 3. A 10' MIN. DISTANCE BETWEEN THE I/A OATS AND BUILDING WITH GELLAR/BASEMENT SHALL BE DATE THE TEST HOLE WAS MEASURED, AND THE HIGHEST HISTORIC MEDIAN LEVEL RECORDED DURING ANY MAINTAINED,OR 5' MIN. DISTANCE IF BUILDING IS UPON A SLAB. MONTH. SPEGIFIGALLY: 4. A 5' MIN. DISTANCE BETWEEN THE I/A OATS AND DI5T. BOX(WHEN PRESENT) SHALL BE MAINTAINED. 71 It - MONITORING WELL 51TE NAME: 5 6558.2 LEAGF+INO POOLS (2) Z Z w } - MONITORING WELL SITE NUMBER: 4055500-72331502 W W X Z - GROUND WATER LEVEL ON MAY I�,2022: 32.17' BELOW GRADE J = Y - HIGHEST HISTORIC MEDIAN LEVEL DURING ANY MONTH: 28.g4' BELOW GRADE I. LEAGHIN6 SYSTEM FOR A 0-4 BEDROOM RESIDENCE SHALL PROVIDE 500 FT2 SIDE-WALL AREA Y N U (2) 8'm x 6' (EFFECTIVE DEPTH) LEAGHIN6 POOLS PROVIDE 300 FT2 51DE-WALL AREA M Lo (1) 814' x 6' (EFFECTIVE DEPTH) LEACHING POOL PROPOSED FOR 50% EXPAN51ON o N Q 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). J 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). No a 4. A 5' MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEACHING p a POOLS SHALL BE MAINTAINED. 5. A 10' MIN. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 6. AN 8' MIN. DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND I/A OATS SHALL BE MAINTAINED. O L 1 r. N J V O SCALE,HT- PROPOSED SEPTIC SYSTEM DETAIL fr 0 a cn=�,OA oi r N C' Cb 5i � Q a vo0 2 y � a ti yl O �,� ��� 2 boRl 2 2 Z 0 O �I y m�� a� h O O h1 a oo v- t,� Oa O - � n a��Z�o o = k o :3 �n - os SO �,a o ��� OD O 1:1 rn V) Ks Rl 0�2 coo a a / \ \ Oco oo� oa z"o�a� to CZ 4,k p�Z� Z n i ai=a 17�CZ 5d cD �o;tea o I w .� 9(� �a a�°� m� r . z c„ 4Nt 01 e �a(5 //C. 5y 0'9 ti01l �`1 w�. 0 o \ R q ,� �0 O a 41 OAF � g B c�j p�' oI� ��yO/� •��j. ``�� Z to �' �CL = n p ` CO, �` ' / N po I � 0 •'Y \ �Y ) �O ��`� N -ono' i DOS/ / Ono cbIR / ? ' p`a ut�,q� •�v \ �`� o���y�,d�` _N o A, ° / o / � ti�A 1 C,q, 70 -71 1.4 —` cn / -� �9 0 •0 0 / � , // / / � � oho � � \ .Q, p � `'14 �- � / �°s�' � a3r��3��n 2 -'�L y�\ `�' i � �y� �'c, S), 6 fir R. v r� EDGE OF DIRT ROAD o S'D714'3 nE ,. L/NE ------------ 0 w P C?MCMT 88 Y �8' 3 ,o A � <� UNDEFINED CURIiE s�o-6� \/��/ � O 2 c� oP too ontv��� - � � k'n �p Fli `, � � iS" O —I coo ; rriO t� C�-)co tb -n O ci - O r e O �I ca v 00 p N -N)A o z; N4 orn 00 i